Cities Index.
Agenda, first session

Crescent City City Council
April 3, 2023

Document
Agenda, first session
Meeting
April 3, 2023
Body
Crescent City City Council
Pages
3
Original file
5.9 MB
Text extracted from the city's file for reading and search. Open the original on evogov.s3.us-west-2.amazonaws.com. That file is the official record.

1 | P a g e
4/3/23 COUNCIL AGENDA

CITY OF CRESCENT CITY
Mayor Isaiah Wright Mayor Pro Tem Blake Inscore
Council Member Raymond Altman Council Member Jason Greenough Council Member Kelly Schellong
MONDAY APRIL 3, 2023 6:00 P.M.

This meeting will be held in person at the location listed above. The City will provide alternative methods of participation for the convenience of the public. The City does not, however, guarantee that there will not be technological issues or interruptions. The public is hereby notified that if there is a technological issue with Zoom or YouTube, the meeting will continue in person as scheduled. The public may access and participate in the public meeting using one or more of the following methods:
1) The meeting will be streamed via Zoom (details below). The direct Zoom link will also be posted on the City of Crescent City website (www.crescentcity.org). During the meeting, public comment may be made by using the raise hand feature on Zoom; ZOOM PHONE NUMBER: 1 (253) 215-8782 ZOOM WEBINAR ID: 868 1642 2034 MUTE / UNMUTE PRESS *6 RAISE HAND PRESS *9
2) The meeting will also be streamed on YouTube (channel: City of Crescent City, California), public comment may be made by calling in to the meeting using the Zoom phone number; 3) Public comments may also be made in advance by submitting written comment via [email protected] or by filing it with the City Clerk at 377 J Street, Crescent City, California, 95531. All public comments (via email or mail) must be received by the City Clerk prior to 12:00 p.m. the day of the meeting. Please identify the meeting date and agenda item to which your comment pertains in the subject line. Public comments so received will be forwarded to the City Council and posted on the website next to the agenda. Written public comments will not be read aloud during the meeting.

Notice regarding Americans with Disabilities Act: In compliance with the Americans with Disabilities Act, if you need special assistance to participate in the meeting, please contact the City Clerk’s office at (707)464-7483, ext. 223. Notification 48 hours before the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting [28 CFR 35.102-

35.104 ADA Title II]. For TTYDD use for speech and hearing impaired, please dial 711. A full agenda packet may be reviewed at City Hall, 377 J Street, Crescent City, CA or on our website:
www.crescentcity.org
AGENDA

REGULAR MEETING OF THE

CITY COUNCIL OF THE CITY OF CRESCENT CITY

FLYNN CENTER BOARD CHAMBERS
981 H STREET
CRESCENT CITY, CA 95531
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4/3/23 COUNCIL AGENDA

OPEN SESSION
Call to order
Roll call
Pledge of Allegiance

PUBLIC COMMENT PERIOD
Any member of the audience is invited to address the City Council on any matter that is within the jurisdiction of the City of Crescent City. Comments of public interest or on matters appearing on the agenda are accepted. Note, however, that the Council is not able to undertake extended discussion or act on non-agendized items. Such items can be referred to staff for appropriate action, which may include placement on a future agenda. All comments shall be directed toward the entire Council. Any comments that are not at the microphone are out of order and will not be a part of the public record. After receiving recognition from the Mayor, please state your name and city or county residency for the record. Public comment is limited to three (3) minutes. The public is additionally allotted three minutes each in which to speak on any item on the agenda prior to any action taken by the Council.
➢ Reports, Concerns, Referrals, Council travel and training reports – In accordance with Gov’t Code § 54954.2(a), City Council Members may make brief announcements or brief reports on their own activities. They may ask questions for clarification, make a referral to staff or take action to have staff place a matter of business on a future agenda.

CEREMONIAL ITEMS

1. Sexual Assault Awareness Month Proclamation

2. Introduction of New Employee: Kristie Bates

3. Officer Connor Sperling FTO completion

4. Ben DeForge Promotion to EMOT 2

CONSENT CALENDAR

5. Warrant Claims List
• Recommendation: Receive and file the warrant claims list for the period March 11, 2023 through March 24, 2023.

6. Payroll Report
• Recommendation: Receive and file the biweekly payroll report for the period ending March 25, 2023, paid March 31, 2023.

7. Budget-to-Actual Report for February 2023
• Recommendation: Receive and file the budget-to-actual reports for the month of February 2023

8. Amador Tank Phase 2 Rehabilitation
• Recommendation: Authorize the City Manager to sign the Memorandum of Agreement with Elk Valley Rancheria
• Approve plans and specifications for the Amador Tank Phase 2 Rehabilitation • Authorize staff to advertise for bids for Amador Tank Phase 2 Rehabilitation 3 | P a g e
4/3/23 COUNCIL AGENDA

9. CCPD & CCFR Budget Adjustment for Fiscal Year 2022-2023 • Recommendation: Approve and adopt Resolution No. 2023-22, A RESOLUTION OF

THE CITY COUNCIL OF THE CITY OF CRESCENT CITY AMENDING THE FISCAL YEAR 2022-23 BUDGET OF THE CITY OF CRESCENT CITY

10. Letter of Appreciation for DNHS Shop Class for Lighthouse Kiosk • Recommendation: Approve sending a letter of appreciation to the Del Norte High School Metal Fabrication class

REPORTS AND PRESENTATIONS

11. Presentation of the Updated Tsunami Kiosk Walking Tour and Web Based Platform PUBLIC HEARING - None

CONTINUING BUSINESS

12. Draft Tobacco Retail License Ordinance Discussion
• Recommendation: Hear staff report
• Technical questions from the Council
• Receive public comment
• Further Council discussion
• Give direction to staff regarding contents of the draft tobacco retail license ordinance

13. Border Coast Regional Airport Authority Request for Funds for Runway Rehabilitation Project
• Recommendation: Hear staff report
• Technical questions from the Council
• Receive public comment
• Further Council discussion
• Consider BCRAA request for a $77,000 contribution to the Airport’s Runway 18-36 Rehabilitation Project; take action as necessary and appropriate NEW BUSINESS - None

CITY COUNCIL ITEMS
➢ Legislative Matters – Consider miscellaneous legislative matters pertinent to the City of Crescent City. Authorize the Mayor to sign the appropriate letters and/or positions with respect to such matters.
➢ City Manager Report and City Council Directives – Pursuant to Crescent City Municipal Code § 2.08.200, the City Council may instruct the city manager on matters of importance to the administrative services of the City and provide direction with respect to subordinates of the City Manager. (Directives from individual Council Members that are not objected to by any member present shall be considered an order of the City Council.) o Cookies with a Cop and Law Enforcement Administrators Del Norte (LEADN) awards o Front Street Update
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4/3/23 COUNCIL AGENDA

ADJOURNMENT
Adjourn to the regular meeting of the City Council of the City of Crescent City on Monday, April 17, 2023 at 6:00 p.m. in the Flynn Center, 981 H Street, Crescent City, CA 95531.

POSTED:

March 31, 2023
/s/ Robin Altman
City Clerk/Administrative Analyst
Vision:

The City of Crescent City will continue to stand the test of time and promote quality of life and community pride for our residents, businesses and visitors through leadership, diversity, and teamwork.

Mission:

The purpose of our city is to promote a high quality of life, leadership and services to the residents, businesses, and visitors we serve. The City is dedicated to providing the most efficient, innovative and economically sound municipal services building on our diverse history, culture and unique natural resources.

Values:

Accountability
Honesty & Integrity
Excellent Customer Service
Effective & Active Communication
Teamwork
Fiscally Responsible
Proclamation
of the
City of Crescent City
WHEREAS, sexual assault affects children, youth, adults and elders of all genders from all racial, cultural and economic backgrounds with public health and social justice implications for every person in Crescent City and
WHEREAS, staff and volunteers of the North Coast Rape Crisis Team provide 24-hour services to survivors and their significant others and encourages every person to End Sexualized Violence by providing prevention education and awareness-raising programs throughout Humboldt and Del Norte Counties; and
WHEREAS, no one person, organization, agency or community can eliminate sexual assault on their own but can, through collaboration and partnership, work together to support those impacted, improve responses and ensure that survivors are not re-victimized; NOW THEREFORE, we the City Council of the City of Crescent City reaffirms our commitment to the North Coast Rape Crisis Team and holding to our values of HEAL: “Help meet survivors where they’re at, Empower them in their healing journeys, Affirm their choices, and Listen to their stories” and acknowledges April 2023 as SEXUAL ASSAULT AWARENESS MONTH. _____________________________________
Isaiah Wright, Mayor

Accounts Payable
User:

Printed:
crawlings
3/30/2023 7:51 AM
Checks by Date - Summary by Check Number
Check No Vendor No Vendor Name Check Date Void Checks Check Amount ACH EDDTAX State of California EDD TAX Auto Pay 03/20/2023 0.00 4,360.39 ACH FITTAX FIT Payroll Taxes Auto Pay 03/20/2023 0.00 20,651.61 ACH PERS2 Public Emp Retirement Sys 03/20/2023 0.00 27,980.92 442518 CASTATE CA State Disbursement Unit 03/20/2023 0.00 358.12 442519 NCHEAL Sydney M Clinton 03/20/2023 0.00 360.00
442520 WAMUTU Crescent City Employees Association 03/20/2023 0.00 75.00 442521 CCPOLI Crescent City Police Officer's Association 03/20/2023 0.00 450.00 442522 ICMARE Mission Square 03/20/2023 0.00 8,001.30
442523 PARS PARS, Public Agency Retirement 03/20/2023 0.00 300.00 442524 PORACRMT PORAC RMT 03/20/2023 0.00 1,000.00
442525 ZCAJUSTA ST CA Dept Of Justice 03/20/2023 0.00 224.00 442526 ATTClets A T & T Corp 03/23/2023 0.00 103.03
442527 PATCHROB Robin Altman 03/23/2023 0.00 123.09
442528 AMAZON Amazon Capital Services, Inc 03/23/2023 0.00 2,822.14 442529 AWWA American Water Works Assoc 03/23/2023 0.00 120.00 442530 AUTOZONE Auto Zone 03/23/2023 0.00 5.40
442531 UB*05702 MARY BALL 03/23/2023 0.00 48.37
442532 BLUEST Blue Star Gas Associates 03/23/2023 0.00 825.54 442533 BORGESJA Jason Borges 03/23/2023 0.00 300.15
442534 CRENNE C Renner Petroleum Inc 03/23/2023 0.00 4,293.38 442535 CHARTEC Charter Communications 03/23/2023 0.00 1,217.56 442536 CLAGWOLF Claggett Wolfe Associates Inc. 03/23/2023 0.00 37,904.00 442537 BATTSYS Continental Battery Company 03/23/2023 0.00 236.25 442538 DAILYT Country Media Inc. 03/23/2023 0.00 805.19 442539 COWI COWI North America, Inc. 03/23/2023 0.00 13,953.89 442540 DNCOC2 D N Co Dept Inform Tech 03/23/2023 0.00 251.56 442541 DNCOUN D N Co Unified School Dst 03/23/2023 0.00 2,601.32 442542 DNSOLI County of Del Norte 03/23/2023 0.00 422.79 442543 DNCBOS Del Norte County 03/23/2023 0.00 175.00
442544 MISSVS Virginia Delatorre 03/23/2023 0.00 1,680.00 442545 DEVGRP Development Group, Inc 03/23/2023 0.00 1,279.78 442546 LULIISH Dezire Inc. 03/23/2023 0.00 5,500.27
442547 EFFDEL Efficiency Delivery LLC 03/23/2023 0.00 30.00 442548 ENGLUN Englund Marine Supply Co. 03/23/2023 0.00 628.82 442549 EUREKAO Eureka Oxygen Co. 03/23/2023 0.00 22.96
442550 FAMILYRE Family Resource Center of the Redwoods 03/23/2023 0.00 116,597.88 442551 UB*05709 BRIGETTE FINIGAN 03/23/2023 0.00 88.61
442552 FRESWATE Freshwater Environmental Services Inc 03/23/2023 0.00 5,539.00 442553 VERIZO2 Frontier California Inc 03/23/2023 0.00 4,251.90 442554 GRAING Grainger 03/23/2023 0.00 7,263.27
442555 HAMWSG Hambro WSG Inc 03/23/2023 0.00 12,492.28
442556 HARPER Harvey M. Harper Company 03/23/2023 0.00 1,682.48 442557 Home Dep Home Depot Credit Services 03/23/2023 0.00 5,839.58 442558 UB*05706 HOUSE OF BEAUTY 03/23/2023 0.00 2.54
442559 INDEPE Independent Business Forms, Inc 03/23/2023 0.00 925.52 442560 INFOSEND Infosend Inc. 03/23/2023 0.00 1,956.34
442561 TOWN&COU Jacobson and Miller PC 03/23/2023 0.00 168.00 AP Checks by Date - Summary by Check Number (3/30/2023 7:51 AM) Page 1 Check No Vendor No Vendor Name Check Date Void Checks Check Amount 442562 LEXISNEX LexisNexis Risk Data Management Inc 03/23/2023 0.00 200.00 442563 CCHAY&FE Tony Lundback 03/23/2023 0.00 28.72
442564 THRIFT Malcolm Kelly Inc. 03/23/2023 0.00 881.68 442565 UB*05703 BOBBIE MARTIN 03/23/2023 0.00 56.36
442566 UB*05712 MC CULLOUGH CONSTRUCTION 03/23/2023 0.00 525.43 442567 MISSIO Mission Linen Supply 03/23/2023 0.00 198.55 442568 UB*05708 APRYL MOSTELLER 03/23/2023 0.00 172.01
442569 MYGOV MYGOV, LLC 03/23/2023 0.00 1,280.00
442570 NCAGLOV NCG Safety Inc 03/23/2023 0.00 228.38
442571 NCCENT NCL of Wisconsin Inc 03/23/2023 0.00 462.05 442572 NCLAB North Coast Laboratories LTD 03/23/2023 0.00 60.00 442573 NSISOL Nsi Solutions Inc 03/23/2023 0.00 127.00
442574 JACOBS Operations Management International, Inc. 03/23/2023 0.00 137,557.76 442575 OREILLY O'Reilly Auto Enterprises LLC 03/23/2023 0.00 316.22 442576 PACOUTFI Pacific Marine Engineering 03/23/2023 0.00 38.20 442577 MENDES Pacific Packaging & Supply Co Inc 03/23/2023 0.00 486.09 442578 PACPOW PacifiCorp 03/23/2023 0.00 34,669.19
442579 PARKWA Parkway Feed Inc 03/23/2023 0.00 210.00
442580 UB*05707 PHILLIP PELREN, JR 03/23/2023 0.00 97.00 442581 PETERSOT Peterson Tractor Co. 03/23/2023 0.00 1,264.29 442582 HITECHSE Pinger Industries, Inc. 03/23/2023 0.00 143.97 442583 PREFER Preferred Pump & Equipment, LP 03/23/2023 0.00 1,953.86 442584 QUADIENT Quadient Finance USA Inc 03/23/2023 0.00 2,000.00 442585 REDWEMP Redwood Empire Division 03/23/2023 0.00 100.00 442586 UB*05711 ARTHUR REYES 03/23/2023 0.00 199.14
442587 ROSSJAN Matthew Ross 03/23/2023 0.00 140.00
442588 SPRING SBRK Finance Holdings, Inc 03/23/2023 0.00 2,252.80 442589 SCHADDC Clinton Schaad 03/23/2023 0.00 1,287.70
442590 UB*05704 HEATHER SCHLUND 03/23/2023 0.00 155.30
442591 SEAREACH Sea Reach Ltd 03/23/2023 0.00 10,785.00 442592 SHNCON SHN Consulting Engineers & Geologists Inc 03/23/2023 0.00 1,350.00 442593 SIGMAALD Sigma-Aldrich, Inc. 03/23/2023 0.00 841.26 442594 DNOFFI Debra Stover 03/23/2023 0.00 455.60
442595 STOVER Ward Stover 03/23/2023 0.00 14,798.88
442596 UB*05713 CAROLYN SUTTON 03/23/2023 0.00 88.26
442597 ZSWRCBWA SWRCB 03/23/2023 0.00 652.00
442598 TIDEWA Tidewater Contractors Inc 03/23/2023 0.00 200.80 442599 TRINITD Trinity Diesel, Inc. 03/23/2023 0.00 12,283.31 442600 UNITEDRO United Rotary Brush Corporation 03/23/2023 0.00 793.17 442601 CALCARDS US Bank Corporate Pmt Systems 03/23/2023 0.00 9,342.31 442602 VERIZO3 Verizon Wireless Services LLC 03/23/2023 0.00 297.79 442603 WAKERY Ryan Wakefield 03/23/2023 0.00 227.07
442604 UB*05705 LYNETTE WEAVER 03/23/2023 0.00 67.79
442605 UB*05710 JARED WEBBERLEY 03/23/2023 0.00 2.88
442606 WESTCOP West Coast Paper Co 03/23/2023 0.00 1,838.25 Report Total (92 checks): 0.00 537,035.30
AP Checks by Date - Summary by Check Number (3/30/2023 7:51 AM) Page 2 AP
3-11-23 to 3-24-23 Council
User: crawlings
Printed: 3/30/2023 7:50:24 AM
Check Num Check Date Acct 1 Description Amount Selected For V 0 3/20/2023 610-000-2185-00000 PR Batch 00002.03.2023 State Income Tax 2,609.57 False 0 3/20/2023 610-000-2185-00000 PR Batch 00911.03.2023 State Income Tax 28.03 False 0 3/20/2023 610-000-2185-00000 PR Batch 00022.03.2023 State Income Tax 1,722.79 False 0 3/20/2023 610-000-2188-00000 PR Batch 00333.03.2023 Medicare Employee Portion 3.08 False 0 3/20/2023 610-000-2188-00000 PR Batch 00911.03.2023 Medicare Employee Portion 242.95 False 0 3/20/2023 610-000-2188-00000 PR Batch 00022.03.2023 Medicare Employer Portion 966.10 False 0 3/20/2023 610-000-2188-00000 PR Batch 00002.03.2023 Medicare Employee Portion 1,493.13 False 0 3/20/2023 610-000-2189-00000 PR Batch 00911.03.2023 Federal Income Tax 313.53 False 0 3/20/2023 610-000-2188-00000 PR Batch 00022.03.2023 Medicare Employee Portion 966.10 False 0 3/20/2023 610-000-2188-00000 PR Batch 00002.03.2023 Medicare Employer Portion 1,493.13 False 0 3/20/2023 610-000-2188-00000 PR Batch 00333.03.2023 Medicare Employer Portion 3.08 False 0 3/20/2023 610-000-2189-00000 PR Batch 00022.03.2023 Federal Income Tax 5,748.17 False 0 3/20/2023 610-000-2189-00000 PR Batch 00002.03.2023 Federal Income Tax 9,179.39 False 0 3/20/2023 610-000-2188-00000 PR Batch 00911.03.2023 Medicare Employer Portion 242.95 False 0 3/20/2023 610-000-2187-00000 PR Batch 00022.03.2023 Survivor Benefit 18.76 False 0 3/20/2023 610-000-2187-00000 PR Batch 00002.03.2023 Service Credit Purchase 413.20 False 0 3/20/2023 610-000-2187-00000 PR Batch 00022.03.2023 EE PERS Contribution 5,018.10 False 0 3/20/2023 610-000-2187-00000 PR Batch 00002.03.2023 Survivor Benefit 35.34 False 0 3/20/2023 610-000-2187-00000 PR Batch 00002.03.2023 ER PERS Contribution 9,099.18 False 0 3/20/2023 610-000-2187-00000 PR Batch 00002.03.2023 EE PERS Contribution 6,942.53 False 0 3/20/2023 610-000-2187-00000 PR Batch 00022.03.2023 ER PERS Contribution 6,453.81 False 442518 3/20/2023 610-000-2170-00000 PR Batch 00002.03.2023 Child Support-CA 96.00 False 442518 3/20/2023 610-000-2170-00000 PR Batch 00002.03.2023 Child Support CA Flat Amt 2 103.36 False 442518 3/20/2023 610-000-2170-00000 PR Batch 00002.03.2023 Child Support-CA 158.76 False 442519 3/20/2023 001-480-4407-00000 Pre-employment screening 90.00 False 442519 3/20/2023 001-230-4407-00000 Pre-employment screening 270.00 False 442520 3/20/2023 610-000-2184-00000 PR Batch 00002.03.2023 CCEA Monthly Dues 75.00 False 442521 3/20/2023 610-000-2181-00000 PR Batch 00022.03.2023 CCPOA Dues 450.00 False 442522 3/20/2023 610-000-2178-00000 Plan 300878 4,423.80 False 442522 3/20/2023 610-000-2186-00000 Plan 306752 2.76 False 442522 3/20/2023 610-000-2186-00000 Plan 306752 1,000.84 False 442522 3/20/2023 610-000-2186-00000 Plan 306752 209.86 False 442522 3/20/2023 610-000-2178-00000 Plan 300878 422.18 False 442522 3/20/2023 610-000-2186-00000 Plan 306752 27.59 False 442522 3/20/2023 610-000-2178-00000 Plan 300878 800.00 False 442522 3/20/2023 610-000-2178-00000 Plan 300878 115.00 False 442522 3/20/2023 610-000-2186-00000 Plan 306752 13.18 False 442522 3/20/2023 610-000-2186-00000 Plan 306752 148.14 False 442522 3/20/2023 610-000-2186-00000 Plan 306752 706.39 False 442522 3/20/2023 610-000-2186-00000 Plan 306752 131.56 False 442523 3/20/2023 630-111-4409-00000 Jan 23 Admin Fees 300.00 False 442524 3/20/2023 610-000-2182-00000 PR Batch 00022.03.2023 PORAC RMT 500.00 False 442524 3/20/2023 610-000-2182-00000 PR Batch 00011.03.2023 PORAC RMT 500.00 False 442525 3/20/2023 001-480-4407-00000 Fingerprinting 32.00 False 442525 3/20/2023 001-230-4407-00000 Fingerprinting 128.00 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 1 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442525 3/20/2023 001-240-4411-00000 Fingerprinting-Jones, D 32.00 False 442525 3/20/2023 001-240-4411-00000 Fingerprinting-Tomlinson 32.00 False 442526 3/23/2023 001-240-4230-00000 DOJ/CLETS Line-Feb 23 103.03 False 442527 3/23/2023 001-113-4530-00000 Travel per diem for 3/24-3/27/23 Notary Exam 123.09 False 442528 3/23/2023 001-120-4310-00000 Name plate 4.51 False 442528 3/23/2023 001-251-4310-00000 CH Office Supplies 0.30 False 442528 3/23/2023 001-364-4310-00000 CH Office Supplies 0.39 False 442528 3/23/2023 508-508-4390-00000 adapter 273.38 False 442528 3/23/2023 001-480-4390-00000 thermometer 30.30 False 442528 3/23/2023 001-471-4310-00000 CH Office Supplies 0.11 False 442528 3/23/2023 413-357-4310-00000 CH Office Supplies 0.66 False 442528 3/23/2023 419-120-4310-00000 Desk organizer 16.63 False 442528 3/23/2023 419-371-4390-00000 socket set 278.19 False 442528 3/23/2023 413-120-4311-00000 Chair for Finance 55.57 False 442528 3/23/2023 412-120-4310-00000 CH Office Supplies 0.23 False 442528 3/23/2023 001-111-4310-00000 CH Office Supplies 0.38 False 442528 3/23/2023 412-100-4310-00000 CH Office Supplies 0.34 False 442528 3/23/2023 413-120-4310-00000 Name plate 2.70 False 442528 3/23/2023 001-480-4310-00000 CH Office Supplies 0.26 False 442528 3/23/2023 001-240-4390-00000 Sabrent 512GB 97.41 False 442528 3/23/2023 001-130-4310-00000 CH Office Supplies 0.30 False 442528 3/23/2023 413-130-4310-00000 CH Office Supplies 0.24 False 442528 3/23/2023 413-120-4310-00000 CH Office Supplies 2.21 False 442528 3/23/2023 001-120-4310-00000 Name plate 2.71 False 442528 3/23/2023 001-480-4340-00000 PH indicator 95.06 False 442528 3/23/2023 001-120-4311-00000 Chair for Finance 55.57 False 442528 3/23/2023 419-120-4310-00000 Name plate 4.50 False 442528 3/23/2023 413-353-4310-00000 CH Office Supplies 0.37 False 442528 3/23/2023 508-508-4390-00000 emergency light bar 292.22 False 442528 3/23/2023 001-350-4310-00000 CH Office Supplies 0.86 False 442528 3/23/2023 001-113-4310-00000 Name plates 31.74 False 442528 3/23/2023 420-115-4310-00000 CH Office Supplies 2.25 False 442528 3/23/2023 001-120-4310-00000 CH Office Supplies 1.99 False 442528 3/23/2023 001-113-4310-00000 CH Office Supplies 1.09 False 442528 3/23/2023 419-130-4310-00000 CH Office Supplies 0.24 False 442528 3/23/2023 413-120-4310-00000 Desk organizer 16.62 False 442528 3/23/2023 001-230-4311-00000 office chair 409.17 False 442528 3/23/2023 001-112-4311-00000 Coat rack 466.70 False 442528 3/23/2023 419-371-4390-00000 socket set 278.19 False 442528 3/23/2023 413-111-4310-00000 CH Office Supplies 0.36 False 442528 3/23/2023 413-120-4310-00000 Name plate 4.51 False 442528 3/23/2023 419-371-4310-00000 CH Office Supplies 1.42 False 442528 3/23/2023 001-313-4310-00000 CH Office Supplies 0.56 False 442528 3/23/2023 001-114-4310-00000 CH Office Supplies 1.15 False 442528 3/23/2023 001-250-4310-00000 CH Office Supplies 0.25 False 442528 3/23/2023 508-508-4390-00000 emergency light bar 277.61 False 442528 3/23/2023 001-112-4310-00000 CH Office Supplies 0.29 False 442528 3/23/2023 419-120-4310-00000 Name plate 2.70 False 442528 3/23/2023 001-230-4390-00000 cord protector 42.36 False 442528 3/23/2023 419-120-4311-00000 Chair for Finance 55.57 False 442528 3/23/2023 001-313-4310-00000 Name plates 8.81 False 442528 3/23/2023 419-111-4310-00000 CH Office Supplies 0.37 False 442528 3/23/2023 413-352-4310-00000 CH Office Supplies 0.17 False 442528 3/23/2023 001-470-4310-00000 CH Office Supplies 0.21 False 442528 3/23/2023 419-120-4310-00000 CH Office Supplies 2.22 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 2 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442529 3/23/2023 413-353-4550-00000 DeForge Cross Connection Control Specialist renewal 120.00 False 442530 3/23/2023 508-508-4390-60001 Califper brake #5132 5.40 False 442531 3/23/2023 419-000-2110-00000 Refund Check 109597-001, 773 9TH ST 48.37 False 442532 3/23/2023 001-230-4220-00000 fuel Acct# 02-0009979 366.24 False 442532 3/23/2023 001-230-4220-00000 fuel Acct# 02-0009979 285.47 False 442532 3/23/2023 001-230-4220-00000 fuel Acct# 02-0009979 173.83 False 442533 3/23/2023 508-508-4530-00000 Travel - J Borges - Fire Mechanic's academy 4/2/23 - 4/7/23 - pe 300.15 False 442534 3/23/2023 001-240-4330-00000 Fuel for patrol cars ACCT 0215111 1,916.72 False 442534 3/23/2023 001-240-4330-00000 Fuel for patrol cars ACCT 0215111 271.18 False 442534 3/23/2023 419-371-4330-00000 FY23 Diesel for City Facilities and Corp. yard -ACCT# 215 2,105.48 False 442535 3/23/2023 412-100-4230-00000 Internet Service - 2/27-2/26/23 4.62 False 442535 3/23/2023 001-471-4230-00000 Internet Service - 2/27-2/26/23 2.94 False 442535 3/23/2023 001-364-4230-00000 Internet Service - 2/27-2/26/23 4.62 False 442535 3/23/2023 001-313-4230-00000 Internet Service - 2/27-2/26/23 3.78 False 442535 3/23/2023 420-115-4230-00000 Fiber Internet DIA @ 520 I St-2/21-3/20/23 399.00 False 442535 3/23/2023 001-480-4230-00000 Internet Service - 2/27-2/26/23 2.94 False 442535 3/23/2023 001-230-4230-00000 Cable & Internet Service-2/20-3/19/23 123.64 False 442535 3/23/2023 419-111-4230-00000 Internet Service- 2/27-2/26/23 4.41 False 442535 3/23/2023 001-111-4230-00000 Internet Service - 2/27-2/26/23 5.04 False 442535 3/23/2023 419-371-4230-00000 broadband for security-2/25-3/24/23 89.99 False 442535 3/23/2023 001-350-4230-00000 Internet Service - 2/27-2/26/23 10.08 False 442535 3/23/2023 419-120-4230-00000 Internet Service - 2/27-2/26/23 25.62 False 442535 3/23/2023 412-100-4230-00000 Internet Service -3/1-3/29/23 169.98 False 442535 3/23/2023 001-240-4230-00000 Internet Service - 3/1-3/29/23 134.98 False 442535 3/23/2023 420-115-4230-00000 Internet Service - 2/27-2/26/23 13.64 False 442535 3/23/2023 419-371-4230-00000 Internet Service - 2/27-2/26/23 15.74 False 442535 3/23/2023 413-352-4230-00000 Internet Service - 2/27-2/26/23 11.13 False 442535 3/23/2023 001-113-4230-00000 Internet Service - 2/27-2/26/23 13.65 False 442535 3/23/2023 413-120-4230-00000 Internet Service - 2/27-2/26/23 27.30 False 442535 3/23/2023 419-371-4230-00000 broadband for security-2/26-3/25/23 89.99 False 442535 3/23/2023 001-114-4230-00000 Internet Service - 2/27-2/26/23 13.65 False 442535 3/23/2023 001-470-4230-00000 Internet Service - 2/27-2/26/23 2.94 False 442535 3/23/2023 001-251-4230-00000 Internet Service - 2/27-2/26/23 6.09 False 442535 3/23/2023 413-111-4230-00000 Internet Service- 2/27-2/26/23 3.99 False 442535 3/23/2023 001-120-4230-00000 Internet Service - 2/27-2/26/23 28.35 False 442535 3/23/2023 001-250-4230-00000 Internet Service - 2/27-2/26/23 1.68 False 442535 3/23/2023 413-353-4230-00000 Internet Service - 2/27-2/26/23 4.41 False 442536 3/23/2023 153-485-4409-20BAG20-CDBG-12056 Business Assistance Program Operator 2,924.00 False 442536 3/23/2023 153-485-4796-20mep 20-CDBG-12040 Micro TA Program Operations 2,896.00 False 442536 3/23/2023 153-485-4796-20bap 20-CDBG-12056 Business Assistance Program Operator 32,084.00 False 442537 3/23/2023 508-508-4390-00000 batteries for #26 7 75 236.25 False 442538 3/23/2023 419-371-4407-00000 EMOT I/II ad 15.50 False 442538 3/23/2023 001-364-4407-00000 EMOT I/II ad 7.75 False 442538 3/23/2023 419-371-4407-00000 EMOT I/II ad 15.50 False 442538 3/23/2023 419-371-4407-00000 EMOT I/II ad 15.50 False 442538 3/23/2023 413-353-4407-00000 EMOT I/II ad 7.75 False 442538 3/23/2023 001-364-4407-00000 EMOT I/II ad 7.75 False 442538 3/23/2023 001-364-4407-00000 EMOT I/II ad 7.75 False 442538 3/23/2023 413-353-4407-00000 EMOT I/II ad 7.75 False 442538 3/23/2023 001-364-4407-00000 EMOT I/II ad 7.75 False 442538 3/23/2023 413-353-4407-00000 EMOT I/II ad 7.75 False 442538 3/23/2023 001-120-4430-00000 Finance summary & Stats Report 67.91 False 442538 3/23/2023 419-371-4407-00000 EMOT I/II ad 15.50 False 442538 3/23/2023 413-351-4407-00000 Lab Tech ad 30.00 False 442538 3/23/2023 413-353-4407-00000 EMOT I/II ad 7.75 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 3 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442538 3/23/2023 419-120-4430-00000 Finance summary & Stats Report 67.91 False 442538 3/23/2023 001-313-4430-00000 Planning Commission notice 275.48 False 442538 3/23/2023 413-351-4407-00000 Lab Tech ad 30.00 False 442538 3/23/2023 413-120-4430-00000 Finance summary & Stats Report 67.91 False 442539 3/23/2023 901-364-4799-00114 Bank Stabilization consultant contract 13,953.89 False 442540 3/23/2023 001-113-4450-00000 2/21/23 Coucil mty broadcasting 65.62 False 442540 3/23/2023 001-113-4450-00000 2/6/23 Coucil mty broadcasting 185.94 False 442541 3/23/2023 001-230-4330-00000 Fuel for fire apparatus 2,601.32 False 442542 3/23/2023 001-364-4225-10025 Feb 23 solid waste 63.00 False 442542 3/23/2023 506-506-4225-00000 Feb 23 solid waste 150.76 False 442542 3/23/2023 001-470-4225-00000 Feb 23 solid waste 209.00 False 442542 3/23/2023 506-506-4225-00000 Jan 23 0.03 False
442543 3/23/2023 001-113-4450-00000 Feb 23 Chamber rental 175.00 False 442544 3/23/2023 412-100-4450-00000 Janitorial Services for RV Park Restrooms -2/26-3/11/23 560.00 False 442544 3/23/2023 001-470-4450-00000 Janitorial Services for Public Restrooms -2/26-3/11/23 1,120.00 False 442545 3/23/2023 419-371-4390-00000 DEVELOPMENT GROUP: Security camera for Ranney 1,134.51 False 442545 3/23/2023 419-371-4450-00000 DEVELOPMENT GROUP: Security camera for Ranney - 1 yr license 145.27 False 442546 3/23/2023 001-480-4430-00000 Task order 3 - marketing sevices FY22-23 427.08 False 442546 3/23/2023 412-100-4430-00000 Task order 3 - marketing sevices FY22-23 4,628.12 False 442546 3/23/2023 001-112-4430-00000 Task order 3 - marketing sevices FY22-23 445.07 False 442547 3/23/2023 413-352-4470-00000 Sample delivery to North Coast Labs FY22-23 30.00 False 442548 3/23/2023 413-353-4320-00000 insulated boots 47.64 False 442548 3/23/2023 419-371-4320-00000 insulated boots 51.94 False 442548 3/23/2023 001-364-4320-00000 insulated boots 47.64 False 442548 3/23/2023 413-353-4320-00000 insulated boots/bib 110.02 False 442548 3/23/2023 413-353-4320-00000 insulated boots 51.95 False 442548 3/23/2023 001-364-4320-00000 insulated boots/bib 110.02 False 442548 3/23/2023 001-364-4320-00000 insulated boots 51.95 False 442548 3/23/2023 419-371-4320-00000 insulated boots/bib 110.03 False 442548 3/23/2023 419-371-4320-00000 insulated boots 47.63 False 442549 3/23/2023 001-230-4450-00000 cylinder rental 22.96 False 442550 3/23/2023 153-485-4796-20fbp 20-CDBG-12012 Food Pantry services - 10/1/22-12/31/22 62,962.67 False 442550 3/23/2023 154-485-4796-CVFPP20-CDBG-CV-0048 Mobile Food Pantry services- 10/1/22-12/31/22 4,184.52 False 442550 3/23/2023 154-485-4796-C2FPP20-CDBG-CV-0048 Mobile Food Pantry services- 10/1/22-12/31/22 49,450.69 False 442551 3/23/2023 419-000-2110-00000 Refund Check 007656-004, 245 MAIDEN LN # 8A 88.61 False 442552 3/23/2023 419-371-4409-00000 Water Regulatory Compliance 654.00 False 442552 3/23/2023 506-506-4450-00000 Industrial stormwater permit - Corp Yard project 1,942.00 False 442552 3/23/2023 413-352-4409-00000 Sewer Regulatory Compliance 2,943.00 False 442553 3/23/2023 001-480-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 0.91 False 442553 3/23/2023 412-100-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 1.51 False 442553 3/23/2023 001-111-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 1.57 False 442553 3/23/2023 413-120-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 8.92 False 442553 3/23/2023 001-313-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 1.18 False 442553 3/23/2023 419-120-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 8.38 False 442553 3/23/2023 001-240-4230-00000 707-464-2133 monthly phone-3/1-3/29/23 291.07 False 442553 3/23/2023 001-364-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 1.44 False 442553 3/23/2023 419-120-4230-00000 City Hall Shared Phone--3/1-3/29/23 120.57 False 442553 3/23/2023 001-480-4230-00000 Pool Phone 465-5761 --3/1-3/29/23 164.38 False 442553 3/23/2023 419-120-4230-00000 707-465-6208 monthly phone-3/1-3/29/23 45.62 False 442553 3/23/2023 001-120-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 9.26 False 442553 3/23/2023 419-111-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 1.37 False 442553 3/23/2023 419-371-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 5.15 False 442553 3/23/2023 001-114-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 4.46 False 442553 3/23/2023 001-471-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 0.96 False 442553 3/23/2023 413-120-4230-00000 707-464-6517 monthly phone-3/1-3/29/23 32.71 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 4 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442553 3/23/2023 001-480-4230-00000 City Hall Shared Phone--3/1-3/29/23 13.75 False 442553 3/23/2023 420-115-4230-00000 City Hall Shared Phone--3/1-3/29/23 122.69 False 442553 3/23/2023 001-251-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 1.89 False 442553 3/23/2023 001-364-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 1.51 False 442553 3/23/2023 413-357-4230-00000 City Hall Shared Phone--3/1-3/29/23 35.96 False 442553 3/23/2023 001-250-4230-00000 City Hall Shared Phone--3/1-3/29/23 13.75 False 442553 3/23/2023 001-480-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 0.96 False 442553 3/23/2023 420-115-4230-00000 707-197-0009 monthly phone-3/2-4/1/23 790.00 False 442553 3/23/2023 413-353-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 1.37 False 442553 3/23/2023 413-120-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 8.51 False 442553 3/23/2023 001-251-4230-00000 City Hall Shared Phone--3/1-3/29/23 15.86 False 442553 3/23/2023 419-130-4230-00000 City Hall Shared Phone--3/1-3/29/23 12.69 False 442553 3/23/2023 001-350-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 3.14 False 442553 3/23/2023 413-352-4230-00000 City Hall Shared Phone--3/1-3/29/23 9.51 False 442553 3/23/2023 419-120-4230-00000 707-464-6517 monthly phone-3/1-3/29/23 32.71 False 442553 3/23/2023 419-371-4230-00000 City Hall Shared Phone--3/1-3/29/23 77.21 False 442553 3/23/2023 001-120-4230-00000 City Hall Shared Phone --3/1-3/29/23 108.93 False 442553 3/23/2023 508-508-4230-00000 707-464-9565 monthly phone-3/1-3/29/23 200.81 False 442553 3/23/2023 413-352-4230-00000 Treatment Plant Phone: 465-3054-3/1-3/29/23 227.77 False 442553 3/23/2023 001-250-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 0.52 False 442553 3/23/2023 413-111-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 1.25 False 442553 3/23/2023 419-111-4230-00000 City Hall Shared Phone--3/1-3/29/23 20.09 False 442553 3/23/2023 001-471-4230-00000 City Hall Shared Phone--3/1-3/29/23 6.35 False 442553 3/23/2023 001-114-4230-00000 City Hall Shared Phone --3/1-3/29/23 62.40 False 442553 3/23/2023 001-480-4230-00000 707-464-6940 monthly phone-3/1-3/29/23 110.55 False 442553 3/23/2023 001-113-4230-00000 City Hall Shared Phone --3/1-3/29/23 59.23 False 442553 3/23/2023 001-114-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 4.25 False 442553 3/23/2023 420-115-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 4.25 False 442553 3/23/2023 001-350-4230-00000 707-464-9506 monthly phone-3/1-3/29/23 262.72 False 442553 3/23/2023 001-470-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 0.96 False 442553 3/23/2023 001-113-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 4.25 False 442553 3/23/2023 001-251-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 1.99 False 442553 3/23/2023 413-353-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 1.44 False 442553 3/23/2023 413-352-4230-00000 WWTP phone-3/1-3/29/23 325.18 False 442553 3/23/2023 001-130-4230-00000 City Hall Shared Phone --3/1-3/29/23 15.86 False 442553 3/23/2023 413-353-4230-00000 City Hall Shared Phone--3/1-3/29/23 20.09 False 442553 3/23/2023 001-111-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 1.64 False 442553 3/23/2023 412-100-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 1.44 False 442553 3/23/2023 001-471-4230-00000 Cult Cntr Elev Alrm 707-464-4582-3/1-3/29/23 95.26 False 442553 3/23/2023 413-111-4230-00000 City Hall Shared Phone--3/1-3/29/23 20.09 False 442553 3/23/2023 419-371-4230-00000 707-001-0001 SCADA telemetry link-2/28-3/27/23 56.83 False 442553 3/23/2023 419-371-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 4.91 False 442553 3/23/2023 412-100-4230-00000 City Hall Shared Phone--3/1-3/29/23 12.70 False 442553 3/23/2023 001-364-4230-00000 City Hall Shared Phone--3/1-3/29/23 21.16 False 442553 3/23/2023 001-350-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 3.29 False 442553 3/23/2023 001-471-4230-00000 707-465-3914 monthly phone-3/1-3/29/23 96.45 False 442553 3/23/2023 001-313-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 1.24 False 442553 3/23/2023 001-470-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 0.92 False 442553 3/23/2023 413-130-4230-00000 City Hall Shared Phone--3/1-3/29/23 12.69 False 442553 3/23/2023 419-111-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 1.44 False 442553 3/23/2023 001-313-4230-00000 City Hall Shared Phone--3/1-3/29/23 30.67 False 442553 3/23/2023 420-115-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 4.46 False 442553 3/23/2023 413-120-4230-00000 City Hall Shared Phone--3/1-3/29/23 120.57 False 442553 3/23/2023 419-120-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 7.99 False 442553 3/23/2023 001-250-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 0.55 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 5 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442553 3/23/2023 413-352-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 3.64 False 442553 3/23/2023 001-350-4230-00000 City Hall Shared Phone--3/1-3/29/23 46.54 False 442553 3/23/2023 413-351-4230-00000 707 465-5275 Lab Phone Line-3/1-3/29/23 182.38 False 442553 3/23/2023 001-120-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 8.83 False 442553 3/23/2023 001-471-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 0.91 False 442553 3/23/2023 413-111-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 1.31 False 442553 3/23/2023 412-120-4230-00000 City Hall Shared Phone--3/1-3/29/23 19.03 False 442553 3/23/2023 001-112-4230-00000 City Hall Shared Phone --3/1-3/29/23 15.87 False 442553 3/23/2023 001-111-4230-00000 City Hall Shared Phone --3/1-3/29/23 21.15 False 442553 3/23/2023 001-470-4230-00000 City Hall Shared Phone--3/1-3/29/23 11.63 False 442553 3/23/2023 001-113-4230-00000 707 465-4405 downstairs fax-3/1-3/29/23 4.46 False 442553 3/23/2023 413-120-4230-00000 707-465-6208 monthly phone-3/1-3/29/23 45.62 False 442553 3/23/2023 413-352-4230-00000 707 465-1719 upstairs fax-3/1-3/29/23 3.47 False 442554 3/23/2023 001-114-4390-00000 safty glasses 23.82 False 442554 3/23/2023 001-470-4390-00000 pet waste bags 222.44 False 442554 3/23/2023 506-506-4390-00000 Garlock safety rail system 6,683.02 False 442554 3/23/2023 506-506-4390-00000 OTG goggles 123.69 False 442554 3/23/2023 419-371-4390-00000 web sling 210.30 False 442555 3/23/2023 413-000-1202-00000 sludge 2,268.62 False 442555 3/23/2023 413-000-1202-00000 sludge 2,089.64 False 442555 3/23/2023 413-000-1202-00000 sludge 364.95 False 442555 3/23/2023 413-000-1202-00000 sludge 2,140.53 False 442555 3/23/2023 413-000-1202-00000 sludge 1,861.56 False 442555 3/23/2023 413-000-1202-00000 sludge 2,000.17 False 442555 3/23/2023 413-000-1202-00000 sludge 1,766.81 False 442556 3/23/2023 001-240-4391-00000 Rack and pinion steering for #60 patrol unit 1,682.48 False 442557 3/23/2023 413-357-4390-00000 breaker box 3.20 False 442557 3/23/2023 001-470-4390-00000 blade tape/files 83.22 False 442557 3/23/2023 506-506-4390-00000 rafter square 20.54 False 442557 3/23/2023 001-240-4390-00000 plywood 32.62 False 442557 3/23/2023 506-506-4390-00000 pliers set/tool tote/markers/leverlock/carabiner 214.02 False 442557 3/23/2023 001-480-4390-00000 putty knife/scour pad/mop refill 21.79 False 442557 3/23/2023 001-364-4390-10025 sakcrete 113.53 False 442557 3/23/2023 412-100-4390-00000 paint 125.29 False
442557 3/23/2023 506-506-4390-00000 mopshovel/posthole digger 194.79 False 442557 3/23/2023 506-506-4390-00000 tar 49.77 False
442557 3/23/2023 001-364-4390-10025 concrete 53.96 False 442557 3/23/2023 506-506-4390-00000 hand truck 257.64 False 442557 3/23/2023 001-470-4390-00000 bottled water 6.18 False 442557 3/23/2023 001-480-4390-00000 connector braid 11.13 False 442557 3/23/2023 413-353-4390-00000 dig clamps 128.82 False 442557 3/23/2023 419-371-4390-00000 file handles/shovels/rakes/screwdriver set 197.85 False 442557 3/23/2023 001-480-4390-00000 mop refill 18.37 False 442557 3/23/2023 001-470-4390-00000 tarp 75.75 False
442557 3/23/2023 412-100-4390-00000 lumber/bucket/tote 157.25 False 442557 3/23/2023 001-480-4390-00000 handy hooks 24.68 False 442557 3/23/2023 506-506-4390-00000 gloves/lights 28.09 False 442557 3/23/2023 001-470-4390-00000 veranda RETURN -46.53 False 442557 3/23/2023 506-506-4390-00000 drill/impact kit 302.02 False 442557 3/23/2023 413-356-4390-35022 poly sheeting 41.11 False 442557 3/23/2023 001-470-4390-00000 water bottles/hose hideaway 69.15 False 442557 3/23/2023 001-480-4390-00000 muratic acid 194.20 False 442557 3/23/2023 508-508-4390-00000 wire wheel 9.68 False 442557 3/23/2023 506-506-4390-00000 shelf/brackets 43.21 False 442557 3/23/2023 413-357-4390-00000 lights 43.17 False
AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 6 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442557 3/23/2023 508-508-4390-00000 clip case/cut off disc 56.79 False 442557 3/23/2023 413-353-4390-00000 headlamp/tool bag 99.55 False 442557 3/23/2023 506-506-4390-00000 high output battery 215.42 False 442557 3/23/2023 419-371-4390-00000 hooks/hose 87.87 False 442557 3/23/2023 001-470-4390-00000 top rail 71.45 False 442557 3/23/2023 506-506-4390-00000 waste basket/dust pan/squegee/compactor bags/door wedge 119.14 False 442557 3/23/2023 001-470-4390-00000 welded fork 119.03 False 442557 3/23/2023 508-508-4390-00000 pushin connector/bit set 112.17 False 442557 3/23/2023 506-506-4390-00000 metal cutting/keyless chuck 88.43 False 442557 3/23/2023 001-470-4390-00000 door & window alarm/latchpost 38.86 False 442557 3/23/2023 001-470-4390-00000 screws 4.27 False
442557 3/23/2023 419-371-4390-00000 sealant/adapter breass/seal tape 43.22 False 442557 3/23/2023 001-364-4390-10025 quickcrete 58.11 False 442557 3/23/2023 506-506-4390-00000 lumber 31.32 False
442557 3/23/2023 001-470-4390-00000 dklean strip muractic acid 129.47 False 442557 3/23/2023 419-371-4390-00000 wate bottles/lights 25.62 False 442557 3/23/2023 412-100-4390-00000 picnic tables 365.89 False 442557 3/23/2023 506-506-4390-00000 saw horse 68.14 False 442557 3/23/2023 001-470-4390-00000 sealant/wire cutter/voltage tester/light 214.79 False 442557 3/23/2023 001-470-4390-00000 diablo blades/circular saw 314.94 False 442557 3/23/2023 001-470-4390-00000 flashlight/tool bag/socket wrench set/screwdriver set/wrench set 215.49 False 442557 3/23/2023 508-508-4390-00000 magnifier/solding iron 69.24 False 442557 3/23/2023 412-100-4390-00000 gap filer/acetone/putty spreder 124.15 False 442557 3/23/2023 506-506-4390-00000 PVC coupling/bucket/pvc pipe 148.21 False 442557 3/23/2023 506-506-4390-00000 steel wire brush/bottled water/shelf 346.95 False 442557 3/23/2023 508-508-4390-00000 shackle 6.45 False
442557 3/23/2023 001-240-4390-00000 miter box 9.71 False 442557 3/23/2023 508-508-4390-00000 galv part 8.25 False 442557 3/23/2023 001-470-4390-00000 railings/bolt bag/tension bar/epoxy 172.15 False 442558 3/23/2023 419-000-2110-00000 Refund Check 009523-000, 245 H STREET 2.54 False 442560 3/23/2023 419-120-4240-00000 UB Mailing Service-Feb 23 978.17 False 442560 3/23/2023 413-120-4240-00000 UB Mailing Service-Feb 23 978.17 False 442561 3/23/2023 001-240-4380-00000 Kai exam 288.00 False 442561 3/23/2023 001-240-4380-00000 credit for duplicate payment -120.00 False 442562 3/23/2023 001-240-4409-00000 Monthly service fee-Jan 23 200.00 False 442563 3/23/2023 508-508-4390-00000 propane 19.28 False 442563 3/23/2023 508-508-4390-00000 propane 9.44 False
442564 3/23/2023 419-371-4390-00000 galv parts 306.82 False 442564 3/23/2023 419-371-4390-00000 PVC parts 189.71 False 442564 3/23/2023 419-371-4390-00000 pvc caps/hose/bib 30.61 False 442564 3/23/2023 419-371-4390-00000 gate valve 354.54 False 442565 3/23/2023 419-000-2110-00000 Refund Check 111420-000, 183 4TH ST 56.36 False 442566 3/23/2023 419-000-2110-00000 Refund Check 107279-003, HYDRANT METER- E- SOUTH OF TOWN 525.43 False 442567 3/23/2023 413-353-4370-00000 City Hall Mats 0.42 False 442567 3/23/2023 508-508-4320-00000 FY23 Laundry service/uniforms 30.14 False 442567 3/23/2023 001-471-4370-00000 City Hall Mats 0.14 False 442567 3/23/2023 413-111-4370-00000 City Hall Mats 0.42 False 442567 3/23/2023 001-313-4370-00000 City Hall Mats 0.65 False 442567 3/23/2023 420-115-4370-00000 City Hall Mats 2.58 False 442567 3/23/2023 001-364-4370-00000 City Hall Mats 0.44 False 442567 3/23/2023 001-113-4370-00000 City Hall Mats 1.25 False 442567 3/23/2023 413-351-4320-00000 FY23 Laundry service/uniforms 9.85 False 442567 3/23/2023 001-114-4370-00000 City Hall Mats 1.31 False 442567 3/23/2023 001-480-4450-00000 Pool Mats 32.61 False 442567 3/23/2023 001-112-4370-00000 City Hall Mats 0.33 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 7 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442567 3/23/2023 413-353-4320-00000 FY23 Laundry service/uniforms 28.56 False 442567 3/23/2023 419-130-4370-00000 City Hall Mats 0.27 False 442567 3/23/2023 413-120-4370-00000 City Hall Mats 2.53 False 442567 3/23/2023 419-120-4370-00000 City Hall Mats 2.53 False 442567 3/23/2023 413-130-4370-00000 City Hall Mats 0.27 False 442567 3/23/2023 508-508-4320-00000 FY23 Laundry service/uniforms 30.14 False 442567 3/23/2023 001-250-4370-00000 City Hall Mats 0.29 False 442567 3/23/2023 413-352-4370-00000 City Hall Mats 0.20 False 442567 3/23/2023 001-120-4370-00000 City Hall Mats 2.29 False 442567 3/23/2023 413-353-4320-00000 FY23 Laundry service/uniforms 28.56 False 442567 3/23/2023 001-130-4370-00000 City Hall Mats 0.33 False 442567 3/23/2023 412-100-4370-00000 City Hall Mats 0.40 False 442567 3/23/2023 413-351-4320-00000 FY23 Laundry service/uniforms 16.47 False 442567 3/23/2023 001-111-4370-00000 City Hall Mats 0.44 False 442567 3/23/2023 001-470-4370-00000 City Hall Mats 0.24 False 442567 3/23/2023 413-357-4370-00000 City Hall Mats 0.76 False 442567 3/23/2023 419-371-4370-00000 City Hall Mats 1.62 False 442567 3/23/2023 001-251-4370-00000 City Hall Mats 0.33 False 442567 3/23/2023 412-120-4370-00000 City Hall Mats 0.27 False 442567 3/23/2023 419-111-4370-00000 City Hall Mats 0.42 False 442567 3/23/2023 001-480-4370-00000 City Hall Mats 0.28 False 442567 3/23/2023 001-350-4370-00000 City Hall Mats 0.98 False 442568 3/23/2023 419-000-2110-00000 Refund Check 109051-000, 1684 DEL MAR RD 172.01 False 442569 3/23/2023 001-313-4409-00000 MyGov planning training and setup 1,280.00 False 442570 3/23/2023 001-470-4390-00000 nitrile gloves 57.10 False 442570 3/23/2023 001-364-4390-10025 nitrile gloves 57.09 False 442570 3/23/2023 413-353-4390-00000 nitrile gloves 57.10 False 442570 3/23/2023 419-371-4390-00000 nitrile gloves 57.09 False 442571 3/23/2023 413-000-2122-00000 ACS Chemicals, Reagents, equipment, and misc supplies. FY23 TAX -35.94 False 442571 3/23/2023 413-351-4390-00000 ACS Chemicals, Reagents, equipment, and misc supplies. FY22-23 497.99 False 442572 3/23/2023 413-351-4685-00000 Externalk regulatory lab tests for CCWQL FY22/23 60.00 False 442573 3/23/2023 413-351-4685-00000 Annual proficiency testing for ELAP certification 127.00 False 442574 3/23/2023 413-000-1202-00000 Annual Contract - WWTP Operations including maintenance- -17,724.94 False 442574 3/23/2023 413-352-4409-00000 PHASE 1 Crescent City WWTP, RBC Capital Up - Progress Pmt 9 20,565.63 False 442574 3/23/2023 413-352-4450-00000 Annual Contract - WWTP Operations including maintenance-Mar 23 13,333.33 False 442574 3/23/2023 413-352-4409-00000 Annual Contract - WWTP Operations including maintenance-Mar 23 121,383.74 False 442575 3/23/2023 508-508-4390-00000 cable chains/adjuster 76.71 False 442575 3/23/2023 001-230-4391-00000 ball joint/bushing for BC rig 53.62 False 442575 3/23/2023 001-230-4391-00000 battery for #5100 153.69 False 442575 3/23/2023 508-508-4390-60003 fuel filter 32.20 False 442576 3/23/2023 001-240-4320-00000 duty belt-Lopez 38.20 False 442577 3/23/2023 001-230-4370-00000 janitorial supplies 153.05 False 442577 3/23/2023 001-230-4370-00000 janitorial supplies 87.58 False 442577 3/23/2023 001-230-4370-00000 janitorial supplies 245.46 False 442578 3/23/2023 001-470-4210-00000 ITEM 92 Service::1/9-2/7/23 46.31 False 442578 3/23/2023 413-357-4210-00000 ITEM 85 Service::1/9-2/7/23 19.34 False 442578 3/23/2023 420-115-4210-00000 ITEM 91 Service::1/9-2/7/23 4.54 False 442578 3/23/2023 001-130-4210-00000 ITEM 12 Service::1/9-2/7/23 0.35 False 442578 3/23/2023 413-357-4210-00000 ITEM 91 Service::1/9-2/7/23 1.33 False 442578 3/23/2023 413-353-4210-35019 ITEM 118 Service::1/9-2/7/23 161.45 False 442578 3/23/2023 419-371-4210-00000 ITEM 91 Service::1/9-2/7/23 2.85 False 442578 3/23/2023 001-113-4210-00000 ITEM 91 Service::1/9-2/7/23 2.19 False 442578 3/23/2023 001-350-4210-00000 ITEM 81 Service::1/9-2/7/23 32.19 False 442578 3/23/2023 413-351-4210-00000 ITEM 11 Service::1/9-2/7/23 875.31 False 442578 3/23/2023 001-120-4210-00000 ITEM 81 Service::1/9-2/7/23 75.36 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 8 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442578 3/23/2023 001-480-4210-00000 ITEM 81 Service::1/9-2/7/23 9.51 False 442578 3/23/2023 001-250-4210-00000 ITEM 91 Service::1/9-2/7/23 0.51 False 442578 3/23/2023 001-470-4210-00000 ITEM 95 Service::1/9-2/7/23 37.94 False 442578 3/23/2023 413-352-4210-00000 ITEM 81 Service::1/9-2/7/23 6.58 False 442578 3/23/2023 412-100-4210-00000 ITEM 91 Service::1/9-2/7/23 0.71 False 442578 3/23/2023 419-371-4210-00000 ITEM 100 Service::1/9-2/7/23 17.17 False 442578 3/23/2023 001-470-4210-00000 ITEM 96 Service::1/9-2/7/23 24.39 False 442578 3/23/2023 419-130-4210-00000 ITEM 12 Service::1/9-2/7/23 0.29 False 442578 3/23/2023 413-130-4210-00000 ITEM 12 Service::1/9-2/7/23 0.28 False 442578 3/23/2023 419-371-4210-00000 ITEM 119 Service::1/9-2/7/23 22.88 False 442578 3/23/2023 001-470-4210-00000 ITEM 81 Service::1/9-2/7/23 8.05 False 442578 3/23/2023 419-371-4210-00000 ITEM 102 Service::1/9-2/7/23 69.80 False 442578 3/23/2023 412-100-4210-00000 ITEM 79 Service::1/9-2/7/23 800.58 False 442578 3/23/2023 001-480-4210-00000 ITEM 85 Service::1/9-2/7/23 7.39 False 442578 3/23/2023 508-508-4210-00000 ITEM 108 Service::1/9-2/7/23 433.15 False 442578 3/23/2023 001-470-4210-00000 ITEM 93 Service::1/9-2/7/23 182.10 False 442578 3/23/2023 001-112-4210-00000 ITEM 12 Service::1/9-2/7/23 0.35 False 442578 3/23/2023 419-130-4210-00000 ITEM 91 Service::1/9-2/7/23 0.47 False 442578 3/23/2023 001-471-4210-00000 ITEM 81 Service::1/9-2/7/23 4.39 False 442578 3/23/2023 419-111-4210-00000 ITEM 12 Service::1/9-2/7/23 0.45 False 442578 3/23/2023 413-120-4210-00000 ITEM 12 Service::1/9-2/7/23 2.70 False 442578 3/23/2023 001-112-4210-00000 ITEM 91 Service::1/9-2/7/23 0.59 False 442578 3/23/2023 001-114-4210-00000 ITEM 91 Service::1/9-2/7/23 2.31 False 442578 3/23/2023 419-371-4210-00000 ITEM 90 Service::1/9-2/7/23 21.87 False 442578 3/23/2023 413-111-4210-00000 ITEM 12 Service::1/9-2/7/23 0.45 False 442578 3/23/2023 001-364-4210-00000 ITEM 12 Service::1/9-2/7/23 0.48 False 442578 3/23/2023 001-364-4210-10023 ITEM 77 Service::1/9-2/7/23 2,124.61 False 442578 3/23/2023 001-364-4210-10023 ITEM 113 Service::1/9-2/7/23 57.21 False 442578 3/23/2023 412-120-4210-00000 ITEM 81 Service::1/9-2/7/23 8.78 False 442578 3/23/2023 001-313-4210-00000 ITEM 81 Service::1/9-2/7/23 21.21 False 442578 3/23/2023 413-353-4210-00000 ITEM 91 Service::1/9-2/7/23 0.75 False 442578 3/23/2023 508-508-4210-00000 ITEM 34 Service::1/9-2/7/23 15.69 False 442578 3/23/2023 413-111-4210-00000 ITEM 91 Service::1/9-2/7/23 0.74 False 442578 3/23/2023 419-371-4210-00000 ITEM 105 Service::1/9-2/7/23 27.64 False 442578 3/23/2023 001-240-4210-00000 ITEM 14 Service::1/9-2/7/23 569.42 False 442578 3/23/2023 419-371-4210-00000 ITEM 114 Service::1/9-2/7/23 33.27 False 442578 3/23/2023 001-364-4210-10023 ITEM 120 Service::1/9-2/7/23 133.11 False 442578 3/23/2023 419-371-4210-00000 ITEM 49 Service::1/9-2/7/23 1,100.44 False 442578 3/23/2023 001-470-4210-00000 ITEM 89 Service::1/9-2/7/23 17.83 False 442578 3/23/2023 419-120-4210-00000 ITEM 12 Service::1/9-2/7/23 2.69 False 442578 3/23/2023 001-470-4210-00000 ITEM 110 Service::1/9-2/7/23 15.66 False 442578 3/23/2023 001-113-4210-00000 ITEM 85 Service::1/9-2/7/23 31.85 False 442578 3/23/2023 001-470-4210-00000 ITEM 17 Service::1/9-2/7/23 44.09 False 442578 3/23/2023 412-100-4210-00000 ITEM 81 Service::1/9-2/7/23 13.17 False 442578 3/23/2023 419-111-4210-00000 ITEM 85 Service::1/9-2/7/23 10.80 False 442578 3/23/2023 413-120-4210-00000 ITEM 85 Service::1/9-2/7/23 64.83 False 442578 3/23/2023 419-111-4210-00000 ITEM 81 Service::1/9-2/7/23 13.90 False 442578 3/23/2023 001-313-4210-00000 ITEM 85 Service::1/9-2/7/23 16.50 False 442578 3/23/2023 001-470-4210-00000 ITEM 85 Service::1/9-2/7/23 6.25 False 442578 3/23/2023 413-353-4210-35019 ITEM 78 Service::1/9-2/7/23 84.84 False 442578 3/23/2023 001-470-4210-00000 ITEM 106 Service::1/9-2/7/23 24.87 False 442578 3/23/2023 001-111-4210-00000 ITEM 85 Service::1/9-2/7/23 11.37 False 442578 3/23/2023 001-364-4210-10023 ITEM 52 Service::1/9-2/7/23 13.51 False 442578 3/23/2023 001-130-4210-00000 ITEM 81 Service::1/9-2/7/23 10.97 False 442578 3/23/2023 413-353-4210-35019 ITEM 112 Service::1/9-2/7/23 40.13 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 9 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442578 3/23/2023 419-371-4210-00000 ITEM 101 Service::1/9-2/7/23 62.25 False 442578 3/23/2023 001-470-4210-00000 ITEM 21 Service::1/9-2/7/23 15.66 False 442578 3/23/2023 001-112-4210-00000 ITEM 81 Service::1/9-2/7/23 10.98 False 442578 3/23/2023 419-371-4210-00000 ITEM 85 Service::1/9-2/7/23 41.52 False 442578 3/23/2023 419-371-4210-00000 ITEM 87 Service::1/9-2/7/23 88.04 False 442578 3/23/2023 001-480-4210-00000 ITEM 12 Service::1/9-2/7/23 0.31 False 442578 3/23/2023 001-364-4210-10023 ITEM 116 Service::1/9-2/7/23 116.71 False 442578 3/23/2023 001-114-4210-00000 ITEM 81 Service::1/9-2/7/23 43.16 False 442578 3/23/2023 001-364-4210-10023 ITEM 117 Service::1/9-2/7/23 47.35 False 442578 3/23/2023 412-120-4210-00000 ITEM 91 Service::1/9-2/7/23 0.47 False 442578 3/23/2023 001-250-4210-00000 ITEM 85 Service::1/9-2/7/23 7.39 False 442578 3/23/2023 001-480-4210-00000 ITEM 91 Service::1/9-2/7/23 0.51 False 442578 3/23/2023 001-130-4210-00000 ITEM 91 Service::1/9-2/7/23 0.59 False 442578 3/23/2023 001-470-4210-00000 ITEM 97 Service::1/9-2/7/23 70.13 False 442578 3/23/2023 001-120-4210-00000 ITEM 85 Service::1/9-2/7/23 58.58 False 442578 3/23/2023 001-251-4210-00000 ITEM 85 Service::1/9-2/7/23 8.53 False 442578 3/23/2023 001-350-4210-00000 ITEM 12 Service::1/9-2/7/23 1.04 False 442578 3/23/2023 413-130-4210-00000 ITEM 91 Service::1/9-2/7/23 0.47 False 442578 3/23/2023 420-115-4210-00000 ITEM 81 Service::1/9-2/7/23 84.86 False 442578 3/23/2023 001-250-4210-00000 ITEM 81 Service::1/9-2/7/23 9.51 False 442578 3/23/2023 001-240-4210-00000 ITEM 99 Service::1/9-2/7/23 19.01 False 442578 3/23/2023 001-364-4210-10023 ITEM 54 Service::1/9-2/7/23 69.62 False 442578 3/23/2023 001-112-4210-00000 ITEM 85 Service::1/9-2/7/23 8.53 False 442578 3/23/2023 001-470-4210-00000 ITEM 98 Service::1/9-2/7/23 39.64 False 442578 3/23/2023 001-251-4210-00000 ITEM 81 Service::1/9-2/7/23 10.97 False 442578 3/23/2023 001-130-4210-00000 ITEM 85 Service::1/9-2/7/23 8.53 False 442578 3/23/2023 419-371-4210-00000 ITEM 43 Service::1/9-2/7/23 883.94 False 442578 3/23/2023 001-120-4210-00000 ITEM 91 Service::1/9-2/7/23 4.03 False 442578 3/23/2023 001-364-4210-10023 ITEM 53 Service::1/9-2/7/23 1,342.69 False 442578 3/23/2023 001-111-4210-00000 ITEM 12 Service::1/9-2/7/23 0.47 False 442578 3/23/2023 001-364-4210-00000 ITEM 85 Service::1/9-2/7/23 11.37 False 442578 3/23/2023 419-371-4210-00000 ITEM 104 Service::1/9-2/7/23 16.16 False 442578 3/23/2023 413-353-4210-35019 ITEM 64 Service::1/9-2/7/23 60.21 False 442578 3/23/2023 001-350-4210-00000 ITEM 85 Service::1/9-2/7/23 25.03 False 442578 3/23/2023 413-352-4210-00000 ITEM 85 Service::1/9-2/7/23 5.12 False 442578 3/23/2023 420-115-4210-00000 ITEM 12 Service::1/9-2/7/23 2.75 False 442578 3/23/2023 001-471-4210-00000 ITEM 85 Service::1/9-2/7/23 3.41 False 442578 3/23/2023 419-111-4210-00000 ITEM 91 Service::1/9-2/7/23 0.74 False 442578 3/23/2023 001-313-4210-00000 ITEM 91 Service::1/9-2/7/23 1.13 False 442578 3/23/2023 001-470-4210-00000 ITEM 84 Service::1/9-2/7/23 42.48 False 442578 3/23/2023 419-371-4210-00000 ITEM 58 Service::1/9-2/7/23 966.76 False 442578 3/23/2023 413-352-4210-00000 ITEM 12 Service::1/9-2/7/23 0.21 False 442578 3/23/2023 413-353-4210-35019 ITEM 2 Service::1/9-2/7/23 41.10 False 442578 3/23/2023 001-364-4210-00000 ITEM 91 Service::1/9-2/7/23 0.78 False 442578 3/23/2023 413-120-4210-00000 ITEM 91 Service::1/9-2/7/23 4.46 False 442578 3/23/2023 413-353-4210-00000 ITEM 12 Service::1/9-2/7/23 0.45 False 442578 3/23/2023 412-120-4210-00000 ITEM 85 Service::1/9-2/7/23 6.83 False 442578 3/23/2023 001-470-4210-00000 ITEM 29 Service::1/9-2/7/23 23.69 False 442578 3/23/2023 001-471-4210-00000 ITEM 91 Service::1/9-2/7/23 0.23 False 442578 3/23/2023 413-353-4210-35019 ITEM 86 Service::1/9-2/7/23 51.81 False 442578 3/23/2023 413-353-4210-00000 ITEM 81 Service::1/9-2/7/23 13.90 False 442578 3/23/2023 419-120-4210-00000 ITEM 91 Service::1/9-2/7/23 4.46 False 442578 3/23/2023 419-120-4210-00000 ITEM 81 Service::1/9-2/7/23 83.40 False 442578 3/23/2023 001-350-4210-00000 ITEM 91 Service::1/9-2/7/23 1.72 False 442578 3/23/2023 001-111-4210-00000 ITEM 91 Service:1/9-2/7/23 0.79 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 10 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442578 3/23/2023 412-100-4210-00000 ITEM 82 Service::1/9-2/7/23 2,791.99 False 442578 3/23/2023 001-471-4210-00000 ITEM 27 Service::1/9-2/7/23 2,975.02 False 442578 3/23/2023 001-364-4210-10023 ITEM 115 Service::1/9-2/7/23 88.91 False 442578 3/23/2023 001-251-4210-00000 ITEM 91 Service::1/9-2/7/23 0.59 False 442578 3/23/2023 413-357-4210-00000 ITEM 12 Service::1/9-2/7/23 0.80 False 442578 3/23/2023 419-371-4210-00000 ITEM 81 Service::1/9-2/7/23 53.41 False 442578 3/23/2023 001-251-4210-00000 ITEM 12 Service::1/9-2/7/23 0.36 False 442578 3/23/2023 001-471-4210-00000 ITEM 12 Service::1/9-2/7/23 0.15 False 442578 3/23/2023 412-100-4210-00000 ITEM 12 Service::1/9-2/7/23 0.43 False 442578 3/23/2023 413-111-4210-00000 ITEM 85 Service::1/9-2/7/23 10.81 False 442578 3/23/2023 001-230-4210-00000 ITEM 75 Service::1/9-2/7/23 524.29 False 442578 3/23/2023 001-470-4210-00000 ITEM 91 Service::1/9-2/7/23 0.43 False 442578 3/23/2023 001-114-4210-00000 ITEM 85 Service::1/9-2/7/23 33.56 False 442578 3/23/2023 413-120-4210-00000 ITEM 81 Service::1/9-2/7/23 83.40 False 442578 3/23/2023 001-364-4210-10023 ITEM 111 Service::1/9-2/7/23 15.66 False 442578 3/23/2023 413-353-4210-35019 ITEM 83 Service::1/9-2/7/23 76.98 False 442578 3/23/2023 001-111-4210-00000 ITEM 81 Service::1/9-2/7/23 14.64 False 442578 3/23/2023 001-114-4210-00000 ITEM 12 Service::1/9-2/7/23 1.40 False 442578 3/23/2023 413-130-4210-00000 ITEM 85 Service::1/9-2/7/23 6.83 False 442578 3/23/2023 413-353-4210-00000 ITEM 85 Service::1/9-2/7/23 10.80 False 442578 3/23/2023 001-120-4210-00000 ITEM 12 Service::1/9-2/7/23 2.43 False 442578 3/23/2023 419-371-4210-00000 ITEM 12 Service::1/9-2/7/23 1.73 False 442578 3/23/2023 413-353-4210-00000 ITEM 109 Service::1/9-2/7/23 15.66 False 442578 3/23/2023 419-371-4210-00000 ITEM 61 Service::1/9-2/7/23 8,831.60 False 442578 3/23/2023 413-357-4210-00000 ITEM 81 Service::1/9-2/7/23 24.87 False 442578 3/23/2023 413-130-4210-00000 ITEM 81 Service::1/9-2/7/23 8.78 False 442578 3/23/2023 001-480-4210-2020S ITEM 25 Service::1/9-2/7/23 3,366.48 False 442578 3/23/2023 412-100-4210-00000 ITEM 80 Service::1/9-2/7/23 817.25 False 442578 3/23/2023 420-115-4210-00000 ITEM 85 Service::1/9-2/7/23 65.97 False 442578 3/23/2023 001-113-4210-00000 ITEM 81 Service::1/9-2/7/23 40.97 False 442578 3/23/2023 508-508-4210-00000 ITEM 107 Service::1/9-2/7/23 246.95 False 442578 3/23/2023 412-120-4210-00000 ITEM 12 Service::1/9-2/7/23 0.28 False 442578 3/23/2023 419-371-4210-00000 ITEM 56 Service::1/9-2/7/23 725.41 False 442578 3/23/2023 001-364-4210-00000 ITEM 81 Service::1/9-2/7/23 14.63 False 442578 3/23/2023 419-130-4210-00000 ITEM 81 Service::1/9-2/7/23 8.78 False 442578 3/23/2023 413-111-4210-00000 ITEM 81 Service::1/9-2/7/23 13.90 False 442578 3/23/2023 419-130-4210-00000 ITEM 85 Service::1/9-2/7/23 6.83 False 442578 3/23/2023 419-120-4210-00000 ITEM 85 Service::1/9-2/7/23 64.83 False 442578 3/23/2023 419-371-4210-00000 ITEM 42 Service::1/9-2/7/23 638.94 False 442578 3/23/2023 412-100-4210-00000 ITEM 85 Service::1/9-2/7/23 10.24 False 442578 3/23/2023 001-364-4210-10023 ITEM 88 Service::1/9-2/7/23 304.17 False 442578 3/23/2023 001-470-4210-00000 ITEM 103 Service::1/9-2/7/23 29.56 False 442578 3/23/2023 001-113-4210-00000 ITEM 12 Service::1/9-2/7/23 1.33 False 442578 3/23/2023 001-470-4210-00000 ITEM 12 Service::1/9-2/7/23 0.26 False 442578 3/23/2023 413-352-4210-00000 ITEM 91 Service::1/9-2/7/23 0.35 False 442578 3/23/2023 001-364-4210-10023 ITEM 121 Service::1/9-2/7/23 6.65 False 442578 3/23/2023 508-508-4210-00000 ITEM 33 Service::1/9-2/7/23 551.11 False 442578 3/23/2023 001-470-4210-00000 ITEM 94 Service::1/9-2/7/23 15.66 False 442578 3/23/2023 001-250-4210-00000 ITEM 12 Service::1/9-2/7/23 0.31 False 442578 3/23/2023 001-313-4210-00000 ITEM 12 Service::1/9-2/7/23 0.68 False 442579 3/23/2023 001-240-4380-00000 Dog food - K9 Lt. Kai 105.00 False 442579 3/23/2023 001-240-4380-2020S Dog food - K9 Sgt. Koysta 105.00 False 442580 3/23/2023 419-000-2110-00000 Refund Check 109977-000, 4300 WONDER STUMP RD 97.00 False 442581 3/23/2023 508-508-4390-60001 New oil cooler for 5132 1,264.29 False 442582 3/23/2023 001-230-4451-00000 April - May 2023 monitoring 143.97 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 11 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442583 3/23/2023 419-371-4390-00000 John Crane 5610 seal 1,953.86 False 442585 3/23/2023 001-111-4550-00000 2023 Membership Dues 34.00 False 442585 3/23/2023 419-111-4550-00000 2023 Membership Dues 33.00 False 442585 3/23/2023 413-111-4550-00000 2023 Membership Dues 33.00 False 442586 3/23/2023 419-000-2110-00000 Refund Check 111284-000, 2505 ROY AVE 199.14 False 442587 3/23/2023 001-230-4451-00000 Feb 23 services 140.00 False 442588 3/23/2023 419-120-4415-00000 Online & IVR utility payment service-Feb 23 1,126.40 False 442588 3/23/2023 413-120-4415-00000 Online & IVR utility payment service-Feb 23 1,126.40 False 442589 3/23/2023 001-364-4390-10025 February 9, 2023 Claim Settlement 1,287.70 False 442590 3/23/2023 419-000-2110-00000 Refund Check 111520-000, 130 MASON CT 155.30 False 442591 3/23/2023 001-470-4409-00000 Tsunami walking tour 8,160.00 False 442591 3/23/2023 001-112-4434-00000 Tsunami walking tour - Sister City 2,625.00 False 442592 3/23/2023 001-313-4409-00000 Task order 4 - REAP planning grant 1,350.00 False 442593 3/23/2023 413-351-4685-00000 Annual proficiency testing for ELAP certification 841.26 False 442594 3/23/2023 413-120-4310-00000 Paper for late notices 98.02 False 442594 3/23/2023 419-120-4310-00000 Paper for late notices 98.02 False 442594 3/23/2023 419-120-4310-00000 Paper for late notices 19.61 False 442594 3/23/2023 413-353-4310-00000 toner cartidge 220.35 False 442594 3/23/2023 413-120-4310-00000 Paper for late notices 19.60 False 442595 3/23/2023 419-371-4409-00000 Create water model of City's water dist system 38.00 False 442595 3/23/2023 117-364-4409-00KSTK Street reconstruction design 102.25 False 442595 3/23/2023 413-352-4409-00000 Task Order 14 - Recycled Water Feasibility Study 1,950.50 False 442595 3/23/2023 117-364-4409-00fst Front Street reconstruction repackaging 12,708.13 False 442596 3/23/2023 419-000-2110-00000 Refund Check 105069-000, 818 ENDERT ST 88.26 False 442597 3/23/2023 001-364-4450-10025 CY 2023 Annual Permit Fees- 100 Front Street Fac1 08C389692 652.00 False 442598 3/23/2023 001-470-4390-00000 concrete 200.80 False 442599 3/23/2023 508-508-4930-00000 New Kubota KX0404R3TP Excavator with 3 Buckets and flail mower 12,283.31 False 442600 3/23/2023 001-364-4390-10025 New brooms for street sweeper 793.17 False 442601 3/23/2023 001-230-4530-2020S Travel - V Duncan - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 36.84 False 442601 3/23/2023 001-230-4530-2020S Travel - V Duncan - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 214.20 False 442601 3/23/2023 001-230-4450-00000 NFPA NSTL FIRE:: NFPA membership 175.00 False 442601 3/23/2023 001-230-4530-2020S Travel - J Maxwell - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 36.84 False 442601 3/23/2023 001-112-4390-00000 SAFEWAY: 108.50 False 442601 3/23/2023 001-230-4530-2020S CSFA Training & Ed Expo - J Borges 425.00 False 442601 3/23/2023 412-100-4230-00000 DISH BUSINESS: 864.60 False 442601 3/23/2023 001-230-4530-00000 CHEVRON: propane for training 77.64 False 442601 3/23/2023 001-480-4340-00000 IN THE SWIM: chemicals 133.67 False 442601 3/23/2023 001-230-4530-2020S Travel - J Maxwell - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 199.20 False 442601 3/23/2023 001-230-4530-2020S Travel - V Duncan - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 3.40 False 442601 3/23/2023 419-112-4530-00000 AEDC: Leadership Redwood Coast tuition 500.00 False 442601 3/23/2023 001-480-4409-00000 AEDC: Leadership Redwood Coast tuition 15.00 False 442601 3/23/2023 001-230-4530-2020S Travel - J Borges - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 199.20 False 442601 3/23/2023 412-100-4409-00000 DISH BUSINESS: service 12/25/22-1/24/22 864.60 False 442601 3/23/2023 001-480-4530-00000 STARFISH AQUATICS: swim instructor training 169.00 False 442601 3/23/2023 001-480-4378-00000 WALMART: Swim Shop inventory 17.26 False 442601 3/23/2023 001-112-4390-00000 DOLLAR TREE: 27.16 False 442601 3/23/2023 001-230-4450-00000 FIRE PROGRAMS: fire archives 189.33 False 442601 3/23/2023 413-112-4530-00000 AEDC: Leadership Redwood Coast tuition 500.00 False 442601 3/23/2023 001-480-4310-00000 WALMART: office supplies 20.05 False 442601 3/23/2023 001-230-4530-2020S Travel - V Duncan - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 199.20 False 442601 3/23/2023 001-230-4390-00000 HOMEDEPOT: decon supplies 45.41 False 442601 3/23/2023 001-112-4390-00000 DOLLAR TREE: 10.83 False 442601 3/23/2023 001-480-4378-00000 WALMART: Swim Shop inventory 83.98 False 442601 3/23/2023 001-230-4391-00000 AMAZON: #5175 seat trim panel 43.58 False 442601 3/23/2023 001-230-4530-2020S Travel - J Borges - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 214.20 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 12 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442601 3/23/2023 001-230-4510-00000 SAFEWAY: water 419.16 False 442601 3/23/2023 001-112-4409-00000 LUCIDPRESS: 15.00 False 442601 3/23/2023 001-230-4530-2020S Travel - J Borges - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 36.84 False 442601 3/23/2023 001-230-4391-00000 AMAZON: #5199 battery charger 144.00 False 442601 3/23/2023 001-230-4390-00000 DKC*DIGI KEY: part for AED 79.13 False 442601 3/23/2023 001-230-4530-2020S Travel - J Maxwell - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 214.20 False 442601 3/23/2023 001-480-4378-00000 WALMART: Swim shop inventory 20.78 False 442601 3/23/2023 001-230-4530-2020S CSFA Training and Ed Expo - V Duncan 425.00 False 442601 3/23/2023 001-112-4530-00000 AEDC: Leadership Redwood Coast tuition 1,500.00 False 442601 3/23/2023 001-230-4530-2020S Travel - V Duncan - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 524.64 False 442601 3/23/2023 001-230-4530-2020S Travel - J Maxwell - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 3.39 False 442601 3/23/2023 001-230-4530-2020S Travel - J Borges - CSFA Training & Ed Expo 4/15/23 - 4/20/23 - 3.40 False 442601 3/23/2023 001-230-4450-00000 NATIONAL VOLUNTEER FIR: NVFC membership 42.00 False 442601 3/23/2023 001-230-4390-00000 HARBORFRIEGHT: decon supplies 56.64 False 442601 3/23/2023 001-230-4530-2020S CSFA Training & Ed Expo - J Maxwell 425.00 False 442601 3/23/2023 001-480-4378-00000 WALMART: Swim Shop inventory 18.97 False 442601 3/23/2023 001-230-4390-00000 WALMART: decon supplies 64.27 False 442601 3/23/2023 001-480-4390-00000 WALMART: returned clock -23.80 False 442602 3/23/2023 419-371-4230-00000 Water SCADA Cellular-1/24-2/23/23 297.79 False 442603 3/23/2023 001-230-4510-00000 Reimbursement for Scene support during storm 227.07 False 442604 3/23/2023 419-000-2110-00000 Refund Check 006952-001, 735 E ST #2 67.79 False 442605 3/23/2023 419-000-2110-00000 Refund Check 109688-000, 2522 NICKEL AVE 2.88 False 442606 3/23/2023 413-111-4310-00000 CH Office Supplies 24.30 False 442606 3/23/2023 001-130-4310-00000 CH Office Supplies 8.39 False 442606 3/23/2023 001-471-4310-00000 CH Office Supplies 7.68 False 442606 3/23/2023 413-120-4310-00000 CH Office Supplies 63.73 False 442606 3/23/2023 001-364-4310-00000 CH Office Supplies 25.59 False 442606 3/23/2023 419-371-4310-00000 CH Office Supplies 40.81 False 442606 3/23/2023 001-111-4310-00000 CH Office Supplies 11.18 False 442606 3/23/2023 413-357-4310-00000 CH Office Supplies 19.01 False 442606 3/23/2023 419-120-4310-00000 CH Office Supplies 145.83 False 442606 3/23/2023 413-353-4310-00000 CH Office Supplies 10.62 False 442606 3/23/2023 001-120-4310-00000 CH Office Supplies 57.58 False 442606 3/23/2023 412-100-4310-00000 CH Office Supplies 23.03 False 442606 3/23/2023 001-114-4310-00000 CH Office Supplies 75.47 False 442606 3/23/2023 001-313-4310-00000 CH Office Supplies 16.21 False 442606 3/23/2023 419-130-4310-00000 CH Office Supplies 15.36 False 442606 3/23/2023 001-471-4310-00000 CH Office Supplies 3.36 False 442606 3/23/2023 412-100-4310-00000 CH Office Supplies 10.06 False 442606 3/23/2023 413-130-4310-00000 CH Office Supplies 15.35 False 442606 3/23/2023 419-130-4310-00000 CH Office Supplies 6.71 False 442606 3/23/2023 001-250-4310-00000 CH Office Supplies 16.63 False 442606 3/23/2023 001-113-4310-00000 CH Office Supplies 71.64 False 442606 3/23/2023 001-113-4310-00000 CH Office Supplies 31.30 False 442606 3/23/2023 001-313-4310-00000 CH Office Supplies 37.10 False 442606 3/23/2023 413-357-4310-00000 CH Office Supplies 43.50 False 442606 3/23/2023 413-120-4310-00000 CH Office Supplies 145.83 False 442606 3/23/2023 413-130-4310-00000 CH Office Supplies 6.70 False 442606 3/23/2023 420-115-4310-00000 CH Office Supplies 64.85 False 442606 3/23/2023 001-251-4310-00000 CH Office Supplies 8.38 False 442606 3/23/2023 001-111-4310-00000 CH Office Supplies 25.59 False 442606 3/23/2023 420-115-4310-00000 CH Office Supplies 148.39 False 442606 3/23/2023 001-480-4310-00000 CH Office Supplies 16.63 False 442606 3/23/2023 412-120-4310-00000 CH Office Supplies 6.71 False 442606 3/23/2023 001-470-4310-00000 CH Office Supplies 6.15 False AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 13 of 14 Check Num Check Date Acct 1 Description Amount Selected For V 442606 3/23/2023 001-112-4310-00000 CH Office Supplies 8.38 False 442606 3/23/2023 419-111-4310-00000 CH Office Supplies 10.62 False 442606 3/23/2023 001-364-4310-00000 CH Office Supplies 11.18 False 442606 3/23/2023 419-120-4310-00000 CH Office Supplies 63.72 False 442606 3/23/2023 001-130-4310-00000 CH Office Supplies 19.19 False 442606 3/23/2023 001-114-4310-00000 CH Office Supplies 32.98 False 442606 3/23/2023 001-470-4310-00000 CH Office Supplies 14.07 False 442606 3/23/2023 413-111-4310-00000 CH Office Supplies 10.62 False 442606 3/23/2023 001-112-4310-00000 CH Office Supplies 19.19 False 442606 3/23/2023 001-480-4310-00000 CH Office Supplies 7.27 False 442606 3/23/2023 412-120-4310-00000 CH Office Supplies 15.35 False 442606 3/23/2023 413-352-4310-00000 CH Office Supplies 5.03 False 442606 3/23/2023 001-350-4310-00000 CH Office Supplies 56.29 False 442606 3/23/2023 413-353-4310-00000 CH Office Supplies 24.31 False 442606 3/23/2023 001-350-4310-00000 CH Office Supplies 24.59 False 442606 3/23/2023 419-111-4310-00000 CH Office Supplies 24.30 False 442606 3/23/2023 419-371-4310-00000 CH Office Supplies 93.38 False 442606 3/23/2023 001-251-4310-00000 CH Office Supplies 19.19 False 442606 3/23/2023 001-120-4310-00000 CH Office Supplies 131.76 False 442606 3/23/2023 001-250-4310-00000 CH Office Supplies 7.27 False 442606 3/23/2023 413-352-4310-00000 CH Office Supplies 11.51 False 533,487.84
AP - 3-11-23 to 3-24-23 Council (3/30/2023) Page 14 of 14 AP
3-11-23 to 3-24-23 Housing
User: crawlings
Printed: 3/30/2023 7:51:15 AM
Check Date Check Number Description Amount Selected For Void 3/23/2023 442528 CH Office Supplies 0.19 False
3/23/2023 442567 City Hall Mats 0.23 False
3/23/2023 442578 ITEM 12 Service::1/9-2/7/23 0.23 False 3/23/2023 442578 ITEM 91 Service::1/9-2/7/23 0.39 False 3/23/2023 442553 707 465-1719 upstairs fax-3/1-3/29/23 1.05 False 3/23/2023 442553 707 465-4405 downstairs fax-3/1-3/29/23 1.09 False 3/23/2023 442535 Internet Service - 2/27-2/26/23 3.36 False 3/23/2023 442606 CH Office Supplies 5.59 False
3/23/2023 442578 ITEM 85 Service::1/9-2/7/23 5.69 False 3/23/2023 442578 ITEM 81 Service::1/9-2/7/23 7.31 False 3/23/2023 442553 City Hall Shared Phone--3/1-3/29/23 10.58 False 3/23/2023 442606 CH Office Supplies 12.79 False
3/23/2023 442578 ITEM 23 Service::1/9-2/7/23 25.89 False 3/23/2023 442538 HA Annual plan notice 60.23 False
3/23/2023 442538 HA Project Based Voucher notice 81.75 False 3/23/2023 442553 707-464-2692 HA Fax Line-3/1-3/29/23 100.18 False 3/23/2023 442578 ITEM 66 Service::1/9-2/7/23 305.39 False 3/23/2023 442559 Forms and printing 925.52 False
3/23/2023 442584 Postage - Meter 08077631 2,000.00 False 3,547.46
AP - 3-11-23 to 3-24-23 Housing (3/30/2023) Page 1 of 1 Home Dept. Regular Pay Overtime Gross Pay Employees Notes City Council 1,409.84 1,409.84 5
Administration 16,871.10 338.45 17,209.55 4
Econ Dev / Grants 6,473.24 57.15 6,530.39 2
Human Resources 2,668.14 192.88 2,861.02 1
Finance 11,583.74 37.98 11,621.72 5
City Attorney 5,430.31 5,430.31 1
Fire 6,491.48 6,491.48 2
Police 39,715.34 7,426.68 47,142.02 15
Planning 1,469.36 1,469.36 1
Public Works 52,191.42 2,302.04 54,493.46 22
Recreation 1,657.88 1,657.88 1
Swimming Pool 14,410.13 122.77 14,532.90 18
Housing 12,621.22 12,621.22 4
172,993.20 10,477.95 183,471.15 81
Payroll summarized above according to employees' home departments. Actual costs of employees are charged to department / fund where work was performed.

City of Crescent City
Biweekly Payroll Report for City Employees
Payroll Ending 3/25/23
Pay Date 3/31/23
Check Numbers: 110885 - 110900 (plus direct deposits)

CITY COUNCIL AGENDA REPORT
TO: MAYOR WRIGHT AND MEMBERS OF THE CITY COUNCIL
FROM: ERIC WIER, CITY MANAGER
BY: LINDA LEAVER, FINANCE DIRECTOR
DATE: APRIL 3, 2023
SUBJECT: BUDGET-TO-ACTUAL FINANCIAL REPORTS FOR FEBRUARY 2023 ______________________________________________________________________

RECOMMENDATION
• Receive and file monthly budget-to-actual financial reports of the City’s major operating funds for the month of February 2023

BACKGROUND
In order to provide timely information to the City Council and to the public, the City’s Finance Department has prepared the attached monthly budget-to-actual reports. These reports provide a summary as of February 28, 2023 of the fiscal year-to-date revenues and expenses of the City’s major operating funds: General Fund, Housing Authority Fund, Lighthouse Cove RV Park Fund, Sewer Fund and Water Fund.

ITEM ANALYSIS
As of February 28, 2023, we are 67% of the way through the fiscal year, with 33% of the year remaining. If revenues were received and expenditures made evenly throughout the year, there would be 33% of each budget line remaining. However, revenues and expenditures are not even throughout the year for many reasons. Many revenues are not received evenly throughout the year (particularly tax revenues and grant reimbursements), most expenses are not recorded until the invoice is received in the following month, and budgets may include large projects that have not yet been completed. In addition, as part of the fiscal year-end process, many revenues and expenses received in July and August are accrued back to the prior year for proper accounting.

This report summarizes the actual revenues and expenditures for the year to date; additional information is provided in the budget-to-actual reports attached. • General Fund
BUDGET TO ACTUAL REPORT – FEBRUARY 2023
APRIL 3, 2023
2 General Fund revenues show that 45% of the budgeted amount is yet to be received. This is dependent on the timing of when certain revenues are received.

For example, most taxes, third party billings, and grant reimbursements are recorded quarterly. In addition, many revenues received in July and August were accrued back to Fiscal Year 2021-22. General Fund actual expenditures show that 48% of the budgeted amount is yet to be expended. The expenditures include transfers made to capital funds for construction or purchase of capital assets, which may not be complete.
• Housing Authority Fund
The Housing Authority is funded by monthly disbursements from the federal government. At this point, actual revenues show 41% remaining to be and actual expenditures have remaining amounts of 44%.
• Lighthouse Cove RV Park Fund
Revenues collected by the Lighthouse Cove Recreational Vehicle Park (RV Park) show 35% remaining to be collected. RV Park revenues are highly seasonal, and most rental revenues are typically received in the summer months. Actual expenses in the RV Park show 54% of the budget left to be expended. • Sewer Fund
The Sewer Fund earns revenue primarily from charges to the users of its services.

Actual revenues show 35% of the total revenue budget remaining to be collected.

Operational expenses (not including debt service or capital improvements) show 49% of the budget remaining to be expended.
• Water Fund
The Water Fund earns revenue primarily from charges for service. Actual revenues show 34% of the budget remaining to be collected and 45% of budgeted operational expenses (not including debt service or capital improvements) remaining to be expended.
• Summary
The following table summarizes the actual revenues and expenses for the City’s five major operating funds, not including encumbrances:

BUDGET TO ACTUAL REPORT – FEBRUARY 2023
APRIL 3, 2023
3 • Long-term Liabilities
The City’s long-term liability balances are included in the table below. Net Pension Liability, Net OPEB Liability, and Compensated Absences are updated annually during the audit process. These amounts below are from the most recent audit that has been completed (June 30, 2022). The Sewer Fund and Water Fund loan balances are updated when payments are made (in July for the Sewer Fund loan, and in December and June for the Water Fund loan). These do not include interfund balances (amounts owed from one City fund to another).

Budget Actual Remaining $ Remaining %
General Fund
Revenue 9,855,069 5,467,570 4,387,499 45%
Expense 11,124,287 5,745,652 5,378,635 48%
Net (1,269,218) (278,082)
Housing Fund
Revenue 4,375,341 2,585,804 1,789,537 41%
Expense 4,363,106 2,451,740 1,911,366 44%
Net 12,235 134,063
RV Park Fund
Revenue 519,500 335,207 184,293 35%
Expense 608,028 281,672 326,356 54%
Net (88,528) 53,535
Sewer Fund
Revenue 5,334,353 3,464,343 1,870,010 35%
Operating Expense 4,887,903 2,488,283 2,399,620 49%
Debt Service 1,697,663 1,697,663 - 0%
Transfer to Sewer CIP Fund 742,000 742,000 - 0%
Transfer to Equipment ISF 66,100 21,663 44,437 67%
Net (2,059,313) (1,485,267)
Water Fund
Revenue 2,824,142 1,871,874 952,268 34%
Operating Expense 2,601,622 1,426,347 1,175,275 45%
Debt Service 350,000 175,000 175,000 50%
Transfer to Water CIP Fund 420,000 245,000 175,000 42%
Transfer to Equipment ISF 153,300 36,106 117,194 76%
Net (700,780) (10,579)
Liability Fund Balance
Net Pension Liability Multiple 7,521,405
Net OPEB Liability Multiple 545,320
Compensated Absences Multiple 370,440
SRF Loan Sewer 30,557,927
SRF Loan Water 350,000
BUDGET TO ACTUAL REPORT – FEBRUARY 2023
APRIL 3, 2023
4 FISCAL ANALYSIS
Preparation of this report is informational in nature and has no direct fiscal impact.

STRATEGIC PLAN ASSESSMENT
This report is consistent with Strategic Plan Goal 3 to “Maintain responsible fiscal management and accountability.”

ATTACHMENTS

1. Monthly budget-to-actual report for February 2023
% of Year Remaining: 33%
Description Notes Budget Actual $ Remaining % Remaining Encumbrances $ Remaining % Remaining Non-Departmental Revenue
Tax Revenue 1 6,992,200 3,910,950 3,081,250 44% - 3,081,250 44% Licenses & Permits 1 259,650 224,212 35,438 14% - 35,438 14% Interest Income 1 7,000 (3,906) 10,906 156% - 10,906 156% Lease-Rental Income 30,182 24,514 5,668 19% - 5,668 19% Other Revenue 11,150 17,599 (6,449) -58% - (6,449) -58% Departmental Revenue
City Council 2 93,705 50,607 43,098 46% - 43,098 46%
City Manager 90,000 94,840 (4,840) -5% - (4,840) -5%
Econ Dev / Comm Supp / Grants 116,721 46,557 70,164 60% - 70,164 60% City Clerk 2 105,371 55,240 50,131 48% - 50,131 48%
Human Resources 2 42,103 23,222 18,881 45% - 18,881 45% Fire 1 822,955 300,824 522,131 63% - 522,131 63%
Police 1 337,610 194,299 143,311 42% - 143,311 42%
Code Enforcement 59,000 60,891 (1,891) -3% - (1,891) -3% Building Inspection 91,200 74,203 16,997 19% - 16,997 19% Planning 302,750 58,402 244,348 81% - 244,348 81%
Streets 226,275 165,154 61,121 27% - 61,121 27%
Parks 14,019 2,829 11,190 80% - 11,190 80%
Cultural Center 46,423 30,481 15,942 34% - 15,942 34%
Swimming Pool 206,755 136,652 70,103 34% - 70,103 34%
General Fund Revenue Total 9,855,069 5,467,570 4,387,499 45% - 4,387,499 45% Non-Departmental Expenditures 250,650 47,870 202,780 81% 55,632 147,148 59% City Council 143,968 78,745 65,223 45% 80 65,143 45%
City Manager 173,503 48,786 124,717 72% 65,922 58,795 34% Econ Dev / Comm Supp / Grants 373,426 224,057 149,369 40% 48,156 101,213 27% City Clerk 161,464 85,808 75,656 47% 3,820 71,835 44%
Human Resources 142,350 83,728 58,622 41% - 58,622 41%
Finance 292,386 139,430 152,956 52% 8,446 144,510 49%
City Attorney 76,757 45,105 31,652 41% 1,035 30,617 40% Fire 1,640,354 592,078 1,048,276 64% 3,921 1,044,355 64% Police 3,310,349 1,737,036 1,573,313 48% 126,032 1,447,281 44% Code Enforcement 87,443 52,860 34,583 40% - 34,583 40%
Building Inspection 69,543 27,916 41,627 60% - 41,627 60% Planning 540,920 193,535 347,385 64% 189,039 158,346 29% Public Works Admin 142,757 66,011 76,746 54% 5,511 71,235 50% Streets 3 2,046,375 1,395,861 650,514 32% 80,069 570,444 28% Parks 518,248 257,587 260,661 50% 51,968 208,694 40%
Cultural Center 160,002 66,769 93,233 58% 15,217 78,017 49% Swimming Pool 4 993,792 602,470 391,322 39% 54,763 336,559 34% General Fund Expenditure Total 11,124,287 5,745,652 5,378,635 48% 709,611 4,669,024 42% Net Operating Results (1,269,218) (278,082)
City of Crescent City
FY 2022-23 General Fund Operating Report
As of February 28, 2023
Remaining before Encumbrances Remaining after Encumbrances Prior Year Ending Fund Balance 4,049,517
Current Year Ending Fund Balance (Budgeted) 2,780,299
Notes:
1 General Fund revenues are not received evenly throughout the year. Many taxes, third party billings, interest, and grant revenues are received quarterly or semiannually. 2 Revenue is based on actual expenditures charged to other funds. 3 Includes transfer of $767,534 General Fund (Front Street) and $250,000 Measure S funds to CIP (street preservation project) 4 Includes transfer of $130,000 Measure S funds to CIP for locker room flooring project % of Year Remaining: 33%
Description Notes Budget Actual $ Remaining % Remaining Encumbrances $ Remaining % Remaining Revenue
Housing Choice Voucher Program
Housing Assistance Revenue 3,473,704 2,014,303 1,459,401 42% - 1,459,401 42% Admin Revenue 575,274 351,016 224,258 39% - 224,258 39% Emergency Housing Voucher Program
Housing Assistance Revenue 74,912 62,683 12,229 16% - 12,229 16% Service Fees 13,125 - 13,125 100% 13,125 100%
Admin Revenue 11,989 12,828 (839) -7% - (839) -7%
Mainstream Voucher Program
Housing Assistance Revenue 162,690 81,929 80,761 50% - 80,761 50% Leasing Assistance - 20,000 (20,000) - (20,000)
Admin Revenue 26,837 16,060 10,777 40% - 10,777 40%
Other Revenues
Interest 140 4,995 (4,855) -3468% - (4,855) -3468%
Recovery-Admin 18,000 8,211 9,789 54% - 9,789 54%
Recovery-HAP 18,000 8,211 9,789 54% - 9,789 54%
HAP Owner Reimbursement - 5,568 (5,568) - (5,568)
Transfers In 670 670 100% - 670 100%
Revenue Total 4,375,341 2,585,804 1,789,537 41% - 1,789,537 41% Expenditures by Department
City Manager 4,394 2,713 1,681 38% - 1,681 38%
Finance 21,316 7,962 13,354 63% - 13,354 63%
City Attorney 1,938 720 1,218 63% - 1,218 63%
Housing Authority
Housing Assistance Payments 3,723,598 2,105,676 1,617,922 43% - 1,617,922 43% Admin 611,860 334,670 277,190 45% 51,070 226,120 37%
Expense Total 4,363,106 2,451,740 1,911,366 44% 51,070 1,860,296 43% Net Operating Results 12,235 134,063
Prior Year Ending Fund Balance 399,015
Current Year Ending Fund Balance (Budgeted) 411,250
City of Crescent City
FY 2022-23 Housing Fund Operating Report
As of February 28, 2023
Remaining before Encumbrances Remaining after Encumbrances % of Year Remaining: 33%
Description Notes Budget Actual $ Remaining % Remaining Encumbrances $ Remaining % Remaining Revenue
Interest - 1,484 (1,484) - (1,484)
Misc Sales 19,500 6,903 12,597 65% - 12,597 65%
Rental Revenue 500,000 326,810 173,190 35% - 173,190 35% Other Revenue - 10 (10) - (10)
Revenue Total 519,500 335,207 184,293 35% - 184,293 35% Expenses by Department
RV Park 539,194 251,099 288,095 53% 44,904 243,191 45%
City Manager 10,636 6,192 4,444 42% - 4,444 42%
Finance 48,823 18,766 30,057 62% 44 30,013 61%
City Attorney 9,375 5,615 3,760 40% - 3,760 40%
Expense Total 608,028 281,672 326,356 54% 44,948 281,408 46% Net Operating Results (88,528) 53,535
Prior Year Ending Working Capital 433,197
Current Year Ending Working Capital (Budgeted) 344,669
City of Crescent City
FY 2022-23 RV Park Fund Operating Report
As of February 28, 2023
Remaining before Encumbrances Remaining after Encumbrances % of Year Remaining: 33%
Description Notes Budget Actual $ Remaining % Remaining Encumbrances $ Remaining % Remaining Revenue
Interest - 26,612 (26,612) - (26,612)
Other Income 1 25,431 29,852 (4,421) -17% - (4,421) -17% Charges for Services 4,434,228 3,021,611 1,412,617 32% - 1,412,617 32% Sewer Connections 2 110,000 187,831 (77,831) -71% - (77,831) -71% Sewer Lab 3 116,000 60,484 55,516 48% - 55,516 48%
County Collection System (CSA) 4 200,135 31,620 168,515 84% - 168,515 84% Grant Revenue 419,405 93,414 325,992 78% - 325,992 78%
Transfers In 29,154 12,919 16,235 56% - 16,235 56%
Revenue Total 5,334,353 3,464,343 1,870,010 35% - 1,870,010 35% Expenses by Department
City Manager 113,584 67,897 45,687 40% 911 44,776 39%
Econ Dev / Grants 54,960 33,019 21,941 40% 500 21,441 39% Finance 410,225 210,381 199,844 49% 14,064 185,780 45%
City Attorney 103,659 61,082 42,577 41% 518 42,059 41%
Sewer Lab 508,772 259,795 248,977 49% 54,061 194,916 38% WWTP Operations 2,395,126 1,425,766 969,360 40% 819,740 149,620 6% City Collection System 797,418 215,189 582,229 73% 380,913 201,317 25% County Collection System (CSA) 214,559 95,613 118,946 55% 1,955 116,991 55% WWTP Major Maintenance 289,600 119,543 170,057 59% 111,711 58,346 20% Operating Expense Total 4,887,903 2,488,283 2,399,620 49% 1,384,373 1,015,247 21% Debt Service 5 1,697,663 1,697,663
Transfers to Sewer CIP Fund 742,000 742,000
Transfers to Equipment ISF 66,100 21,663
Total 7,393,666 4,949,609
Net (2,059,313) (1,485,267)
Prior Year Ending Working Capital 5,429,739
Budgeted CIP Fund Net (1,004,701)
Current Year Ending Working Capital (Budgeted) 2,365,725 NOTES:
1 NSF and late fees for all utility accounts are recorded here and then allocated between water and sewer at the end of the year. 2 Actual results depend on the number of connections requested. 3 Internal lab services are billed after each quarter; external customers are billed the month following service. 4 Amounts depend on actual expenditures, billed to County 5 Annual debt service payment is made in July.

City of Crescent City
FY 2022-23 Sewer Fund Operating Report
As of February 28, 2023
Remaining before Encumbrances Remaining after Encumbrances % of Year Remaining: 33%
Description Notes Budget Actual $ Remaining % Remaining Encumbrances $ Remaining % Remaining Revenue
Interest - 7,794 (7,794) - (7,794)
Rental Revenue 1 19,869 18,483 1,386 7% - 1,386 7%
Other Revenue 2 25,080 105 24,975 100% - 24,975 100%
Charges for Services 2,666,739 1,750,916 915,823 34% - 915,823 34% Water Connections 3 80,000 80,401 (401) -1% - (401) -1% Water CSD Admin Revenue 3,300 1,256 2,044 62% - 2,044 62% Transfers In 29,154 12,919 16,235 56% - 16,235 56%
Revenue Total 2,824,142 1,871,874 952,268 34% - 952,268 34% Expenses by Department
City Manager 112,361 66,557 45,804 41% 911 44,893 40%
Econ Dev / Grants 50,012 29,727 20,286 41% 500 19,786 40% Finance 389,875 196,485 193,390 50% 13,729 179,661 46%
City Attorney 53,026 30,907 22,119 42% 518 21,602 41%
Water Operations 1,929,062 1,058,403 870,659 45% 115,001 755,658 39% Water CSD 67,286 44,270 23,016 34% - 23,016 34%
Expense Total 2,601,622 1,426,347 1,175,275 45% 130,659 1,044,616 40% Debt Service 4 350,000 175,000
Transfers to Water CIP Fund 420,000 245,000
Transfers to Equipment ISF 153,300 36,106
Total Expenditures 3,524,922 1,882,453
Net (700,780) (10,579)
Prior Year Ending Working Capital 3,425,465
Budgeted CIP Fund Net (1,081,286)
Current Year Ending Working Capital (Budgeted) 1,643,399 NOTES:
1 Cell tower rent.
2 NSF and late fees are allocated at the end of the year. Other reimbursements are also included here. 3 Includes both the connection fee and charges for equipment/materials related to the connection. Water connection revenues are dependent upon new connections requested. 4 Debt service payments are made in December and June.

City of Crescent City
FY 2022-23 Water Fund Operating Report
As of February 28, 2023
Remaining before Encumbrances Remaining after Encumbrances

CITY COUNCIL AGENDA REPORT
TO: MAYOR WRIGHT AND MEMBERS OF THE CITY COUNCIL
FROM: ERIC WIER, CITY MANAGER
BY: DAVID YEAGER, PUBLIC WORKS DIRECTOR

ANDREW LEIGHTON, ENGINEERING PROJECT MANAGER
DATE: APRIL 3, 2023
SUBJECT: AMADOR TANK PHASE 2 REHABILITATION

RECOMMENDATION
• Approve and authorize the City Manager to sign the Memorandum of Agreement with the Elk Valley Rancheria, California
• Approve plans and specifications for the Amador Tank Phase 2 Rehabilitation • Authorize staff to advertise for bids for Amador Tank Phase 2 Rehabilitation

BACKGROUND
The Amador Tank is a 1.5-million-gallon municipal water storage tank which represents approximately 27% of the City’s total water storage. Multiple studies have been performed on the Amador Tank and all conclude that there is a need to make significant repairs:

Coleman Engineering (2017), Pittsburg Tank & Tower Maintenance Co., Inc. (2013), and CSI Services (2016) and Harper and Associates (2021).

Phase 1 of the Rehabilitation was completed in 2021 in partnership with Elk Valley Rancheria, California (Tribe). The Tribe obtained a $197,000 grant which covered 81% of the $242,500 costs for Phase I of the Amador Tank Rehabilitation project. The Tribe was the project owner and the City was the beneficiary of the invested funds. At the November 16, 2020 City Council meeting, the Council authorized the City Manager to sign a Memorandum of Agreement (MOA) with the Tribe which outlined the bidding process and the transfer of ownership. The agreement was fully executed on January 25, 2021. Phase 1 included an interior and exterior ladder, guardrailing with gate, OSHA approved roof hatch, fall restraint system, roof vents, and various roof patching. Interior coating and exterior painting were included as required for installation of the safety appurtenances.

On March 18, 2021 the City signed Task Order 3 with SHN to complete design services for the Amador Tank Phase 2 Rehabilitation. Phase 2 was intended to include removal of all paint and oxidized metals internally and externally for the entire tank, patch repairs, followed by new paint, installation of a new foundation to meet seismic design standards, and a cathodic protection system to extend the useful life of the tank. The Tribe obtained a Round 2 Bureau of Reclamation grant on May 5, 2022 for an additional $200,000 to be committed to Phase 2 of the Amador Tank rehabilitation.

AMADOR TANK PHASE 2 REHABILITATION
APRIL 3, 2023
2 On June 22, 2022, Harper and Associates Engineering, Inc. provided 100% plans and specifications for review.

The Tribal Council of the Elk Valley Rancheria, California authorized bidding the Amador Tank Rehabilitation Phase 2 project on July 29, 2022. However due to a significant funding shortfall the Crescent City Council recommended to the Tribe to reject all bids in favor of a reduced scope bid advertisement to be published at a future date. On December 12, 2022, the Tribal Council rejected all bids. The BOR grant of $200,000 for Round 2 remains available for a revised Phase 2 project with reduced scope.

At the same Tribal Council meeting, the Tribal Council authorized application for a Bureau of Reclamation (BOR) Round 3 grant application in the sum of $400,000 which was due on December 14, 2022.

On January 19, 2023 for the sum of $15,052, the City Manager authorized SHN in conjunction with Harper and Associates (Task Order 9.0) to repackage the Amador Tank Rehabilitation Phase 2 with a reduced scope and to assist with bidding. Bid specifications and plans were completed on March 22, 2023.

ITEM ANALYSIS
On March 27, 2023 the Elk Valley Rancheria, California authorized the Tribal Council Chairman to sign a new Memorandum of Agreement (MOA2) with the City of Crescent City for this Phase 2 of the Amador Tank Rehabilitation Project. This agreement assigns responsibility of the grant administration to the Elk Valley Rancheria, California, however, the City will publish bid specifications, award and execute a contract for the Crescent City Amador Tank Rehabilitation Project Phase 2 (revised). Any required funding of Phase 2 in excess of the BOR grant Round 2 (which was awarded for $200,000) will be funded by the City.

The scope of the bid plans and specifications for Amador Tank Rehabilitation Project Phase 2 (revised) is to install lateral braces to all the rafters and two 36 inch manholes with associated interior ladders and platforms. Alternative bid items as required for straightening rafters, full or partial rafter replacement, inspection blasting, grinding, repair of pitted areas, and interior coating / exterior painting are added. The items that were removed from the initial scope for Phase 2 will be packaged for future phases. Seismic upgrades will become Phase 3 and the final corrosion inhibiting upgrades will become Phase 4. Phases 3 and 4 will not proceed until additional funding is obtained.

FISCAL ANALYSIS
The financial responsibilities regarding the Memorandum of Agreement and the publication of the Bid plans and specifications for Phase 2 revised are summarized in the table below…
Budget (Phase 2)
Phase 2 revised design FY22/23 $ 15,052
Phase 2 Construction Estimate $362,922
Construction Management $ 37,708
AMADOR TANK PHASE 2 REHABILITATION
APRIL 3, 2023
3 Contingency 10% $ 40,063
Total Costs $455,745
Funding
Bureau of Reclamation Grant $200,000
City Water Fund $255,745
Total Budget $455,745
Below are the anticipated costs for all 4 phases of the project. Phase 1 is complete, all other expenses shown are estimated future expenditures.

City EVR/BOR Total Comments
Phase 1 $ 45,500 $ 197,000 $ 242,500 Roof & Safety
Phase 2 $ 255,745 $ 200,000 $ 455,745 Rafters & Safety
Phase 3 $ 473,500 $ 400,000 $ 873,500 Seismic
Phase 4 $ 440,000 $ 400,000 $ 840,000 Painting & Cathodic Total $1,214,745 $1,197,000 $2,411,745

STRATEGIC PLAN ASSESSMENT
GOAL 1: SUPPORT QUALITY SERVICES, COMMUNITY SAFETY, AND HEALTH TO

ENHANCE THE QUALITY OF LIFE AND EXPERIENCE OF OUR RESIDENTS AND

VISITORS
D. Provide and maintain an efficient, adequate infrastructure to provide for both current and future community needs
GOAL 2: PROMOTE A THRIVING LOCAL ECONOMY
A. Evaluate and optimize additional revenue sources
D. Collaborate with other jurisdictions and non-profits to maximize regional effectiveness and amplify funding opportunities
F. Plan and prepare for the growth and future needs of the Crescent City community by:
• Expanding on the success of grant funding by maximizing utilization of opportunities with corresponding community needs.

ATTACHMENTS

1. Memorandum of Agreement with Elk Valley Rancheria, California

2. Amador Tank Rehabilitation Phase 2 (revised) Bid Specifications

3. Amador Tank Rehabilitation Phase 2 (revised) Plans

CITY OF CRESCENT CITY

PUBLIC WORKS DEPARTMENT
________________________________________________________

NOTICE INVITING SEALED BIDS,

SPECIAL PROVISIONS,

PROPOSAL AND CONTRACT

AMADOR TANK PHASE II REHABILITATION PROJECT

CRESCENT CITY, DEL NORTE COUNTY, CALIFORNIA
_______________________________________________________ For Use in Connection with CALTRANS 2018 Standard Specifications and Standard Plans, and Current Labor Surcharge and Equipment Rental Rates.
__________________________________________________________ CONTRACT NUMBER 2023-1008.1
Bids Open: May 4, 2023 at 2:00pm
Dated: March 23, 2023

IMPORTANT

SPECIAL NOTICES
The Bidder’s attention is directed to the following:
• There is a Base Bid with 11 bid items. There are 9 Alternatives comprising bid items 12 to 20. A bid must be submitted for all bid items, including Alternative Bid Items. The Contract award will be based on the Base Bid and Alternative Bids, but the City may, at its sole discretion, delete any or all the alternatives.

The above special notices do not relieve the Bidder of his/her responsibility to become fully familiar with the Contract Documents including the Plans and Specifications.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 01 10 – TABLE OF CONTENTS 1 of 2

CITY OF CRESCENT CITY

AMADOR TANK PHASE II REHABILITATION PROJECT
SECTION 00 01 10

TABLE OF CONTENTS
Section Title
PART A – BIDDING AND CONTRACT REQUIREMENTS GROUP
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION
00 01 10 Table of Contents

PROCUREMENT REQUIREMENTS
00 10 00 Invitation to Bid
00 20 00 Instructions to Bidders
00 31 46 Permits
00 40 00 Bid
00 41 00 Bidding Schedule
00 43 13 Bid Guaranty Bond
00 43 36 Proposed Subcontractors
00 45 13 Certification of Bidder’s Experience and Qualifications 00 45 19 Non-Collusion Affidavit
00 45 21 Anti-Lobbying Certification

CONTRACTING REQUIREMENTS
00 52 00 Agreement
00 61 05 Faithful Performance Bond
00 61 10 Payment Bond
00 62 00 Certificates and Other Forms
00 72 00 General Conditions
PART B – TECHNICAL SPECIFICATIONS

GENERAL REQUIREMENTS SUBGROUP
DIVISION 01 – GENERAL REQUIREMENTS
01 00 00 General Requirements
01 11 00 Summary of Work
01 11 05 Contract Time
01 20 00 Measurement and Payment
01 33 00 Submittals
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 01 10 – TABLE OF CONTENTS 2 of 2
01 45 00 Quality Control
01 45 29 Testing Laboratory Services
01 55 26 Temporary Traffic Control
01 57 23 Water Pollution Prevention
01 71 33 Protection of Property
01 74 23 Final Cleaning

FACILITY CONSTRUCTION SUBGROUP
DIVISION 02 – EXISTING CONDITIONS
02 00 00 Existing Conditions
DIVISIONS 03 - 08 – NOT USED
DIVISION 09 – FINISHES
09 97 14 Tank Coating and Painting Specification
DIVISIONS 10 - 32 – NOT USED
DIVISION 33 – UTILITIES
33 16 19 Miscellaneous Structural Modifications
DIVISIONS 34 - 39 – NOT USED
PART C – PLANS GROUP ENTITLED “AMADOR TANK PHASE II REHABILITATION PROJECT”
ATTACHMENT A – FEDERAL PREVAILING WAGE RATES
ATTACHMENT B – STATE PREVAILING WAGE RATES

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 10 00 – INVITATION TO BID 1 of 3
SECTION 00 10 00

INVITATION TO BID AMADOR TANK PHASE II REHABILITATION PROJECT

ELK VALLEY RANCHERIA, CALIFORNIA

CITY OF CRESCENT CITY
Sealed bids for the construction of the Amador Tank Phase II Rehabilitation Project will be received by the City of Crescent City at the Crescent City Public Works Department office until 2:00 PM on May 4, 2023. The bids will be opened publicly and read aloud at 2:00 PM on the same day outside the Public Works Office. Bids must be addressed to:

City of Crescent City
Public Works Department
377 J Street
Crescent City, CA 95531
and labeled "Bids for the AMADOR TANK PHASE II REHABILITATION PROJECT".

The work includes the furnishing of the labor, materials, and equipment for recoating interior surfaces, disinfection; exterior painting; construction of foundation and anchor bolts, and miscellaneous structural modifications per the drawings and specifications. The project is located at 204 Amador Street, Crescent City, CA.

The project manual may be inspected at the following locations:

Elk Valley Rancheria, California
2332 Howland Hill Rd.

Crescent City, CA 95531
https://elk-valley.com
City of Crescent City
Public Works Department
377 J Street
Crescent City, CA 95531
https://www.crescentcity.org/rfp_bid.html

Humboldt Builders Exchange
1213 5th Street
Eureka, CA 95501
www.humbx.com
(707) 442-3708
Shasta Builders Exchange
2985 Innsbruck Drive
Redding, CA 96003
www.shastabe.com
(530) 221-5556
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 10 00 – INVITATION TO BID 2 of 3
Placer County Contractors Association
10656 Industrial Ave #160
Roseville, CA 95678
www.pccamembers.com
(916) 771-7229
Dodge Data & Analytics
830 Third Avenue, 6th Floor
New York, NY 10022
www.construction.com
(877) 784-9556
Construction Bidboard (Ebidboard)
11622 El Camino Real #100
San Diego, CA 92130
www.ebidboard.com
(619) 688-0588
Medford Builders Exchange
2330 Crater Lake Ave.

Medford, OR 97504
(541) 773-5327
Full-size and half-size copies of the project manual may be obtained at City of Crescent City Public Works Department 377 J Street, Crescent City, CA 95531 [(707) 464-9506], upon payment of postage fees.

A mandatory pre-bid conference will be held at the Project Site in Crescent City, CA on April 26, 2023 at 2:00 PM.

Bidders must correctly prepare and submit the documents listed in Section 00 40 00, Bid.

Each bid must be accompanied by a bid guaranty bond, or a certified or cashier's check payable to the order of the Owner in an amount not less than ten percent (10%) of the amount of the bid as a guaranty that the bidder will execute the contract if it is awarded in conformity with the bid form.

The successful bidder will be required to furnish performance and payment bonds, each in an amount not less than one hundred percent (100%) of the contract price.

At the successful Bidder's option, securities may be substituted for the required retention, in accordance with the provisions of Section 22300 of the State of California Public Contract Code.

The Owner reserves the right to reject any or all bids and to determine which bid is, in the Owner's judgment, the lowest responsive bid of a bidder or group of bidders. The Owner also reserves the right to waive any informalities in any bid and to delete items listed in the bid.

Bids received after the time established for receiving bids will not be considered. Except as provided in paragraph 00 20 10-1.04(A), no bidder may withdraw his bid after the time established for receiving bids or before the award and execution of the contract, unless the award is delayed for a period exceeding ninety (90) calendar days.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 10 00 – INVITATION TO BID 3 of 3
This is a public works project subject to the rate of prevailing wages as established by the California Department of Industrial Relations and the U.S. Department of Labor. Bidders are notified that the higher of either the Davis-Bacon or the State prevailing wage rate shall apply. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations and the U.S. Department of Labor. Bidders are hereby notified that pursuant to Section 1773 et seq. of the Labor Code of the Statutes of the State of California, the Owner has obtained from the Director of the Department of Industrial Relations the general prevailing rate of wages and employer payments for health and welfare, vacation, pension, and similar purposes for work to be done within Del Norte County, California. Regulations regarding the application of these wage rates are given in paragraph 00 20 00-1.12. Owner has also provided Davis-Bacon wage rates from the U.S. Department of Labor.

No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Bidders on this work must comply with all applicable governmental and local agency requirements.

Date: March 23, 2023 By:

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 20 00 – INSTRUCTIONS TO BIDDERS 1 of 8 SECTION 00 20 00

INSTRUCTIONS TO BIDDERS

1.01 INSPECTION OF SITE
Bidders are required to inspect the site of the work to satisfy themselves by personal examination or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions of and at the site of work. Bidders should plan to inspect the site of the work during the pre-bid meeting and can schedule additional time by special arrangement with the Owner.

Entrance by bidders to the site of the work for purposes of making exploratory excavations shall be by special arrangement with the Owner and under conditions established by the Owner. If, during the course of his examination, a bidder finds facts or conditions which appear to him to be in conflict with the letter or spirit of the project manual, he may apply to the Owner, in writing, for additional information and explanation before submitting his bid.

Submission of a bid by the bidder is an acknowledgment that, if awarded the contract, bidder has relied and is relying on bidder’s own examination of (1) the site of the work, (2) access to the site, and (3) all other data and matters requisite to the fulfillment of the work and on his own knowledge of existing facilities on and in the vicinity of the site of the work to be constructed under the contract.

The information provided by the Owner is not intended to be a substitute for, or a supplement to the independent verification by the bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the bidder. Bidder acknowledges that he has not relied upon Owner-furnished information regarding site conditions in preparing and submitting a bid.

1.02 EXAMINATION OF PROJECT MANUAL
Each bidder must thoroughly examine and be familiar with those contract documents contained in the project manual. Submission of a bid constitutes acknowledgment, upon which the Owner may rely, that the bidder has thoroughly examined and is familiar with the project manual.

Failure or neglect of a bidder to examine any of the contract documents contained in the project manual in no way relieves bidder from any obligation with respect to his bid or to the contract. No claim for additional compensation will be allowed that is based upon a lack of knowledge of the contract documents or the work.

1.03 INTERPRETATION OF PROJECT MANUAL
Bidders, prospective subcontractors, manufacturers, and suppliers may request interpretation of the project manual prior to bid opening. Requests for interpretation must be directed in writing to Krista Harper, Harper & Associates Engineering, Inc., at [email protected] [(951) 372-9196]. Requests to clarify the source of materials, equipment, suppliers, or any other matter that does not modify, change, increase, or decrease the scope of work, requires no action by the Owner other than a response to the bidder requesting the HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 20 00 – INSTRUCTIONS TO BIDDERS 2 of 8 clarification. Requests to clarify possible ambiguous, conflicting, or incomplete statements or designs, or any other clarification that modifies, changes, increases or decreases the scope of work, requires issuance of an addendum by the Owner for the interpretation to become effective.

Reference information has been made available on the City of Crescent City website https://www.crescentcity.org/rfp_bid.html which includes information used by the Engineer to prepare the Contract. The City’s website contains information for use by bidder during preparation of the bid and execution of the Contract. The Owner disclaims responsibility for the interpretation by bidders of the reference information. In some cases, the information was prepared for design purposes and is not intended to provide all the information required by the bidder to tender a bid, construct the system, and provide startup and commissioning services. Reference information available on City’s website includes:
• Plans
• Specifications
• 1982 Design Drawings

1.04 BID DOCUMENTS
A. BID FORMS:

1. GENERAL: Bids must be made on the blank bid forms prepared and provided by the Owner. Bids must give the prices proposed, both in writing and in figures, must give all other information requested, and must be signed by the bidder or his authorized representative, with his address.

2. BID PRICES: Bid prices must include everything necessary for the completion of the work including but not limited to providing the materials, equipment, tools, plant and other facilities, and the management, superintendence, labor and services, and bonds. Bid prices must include allowance for federal, state, and local taxes. Bid prices shall be guaranteed by the Contractor for 90 days.

In the event of a difference between a price quoted in words and a price quoted in figures for the same quotation, the words are the amount bid. In the event that the product of a unit price and an estimated quantity does not equal the extended amount quoted, the unit price governs, and the correct product of the unit price and the estimated quantity is deemed to be the amount bid. If the sum of two or more items in a bidding schedule does not equal the total amounts quoted, the individual item amounts govern and the correct total is deemed to be the amount bid.

3. BIDDER'S SIGNATURE AND AUTHORITY: If the bid is made by an individual, his name, signature, and post office address must be shown; if made by a firm or partnership, the name and post office address of the firm or partnership, a list of the partners, and the signature of at least one of the general partners must be shown; if made by a corporation, the bid must show the name of the state under the laws of which the corporation is chartered, the name and post office address of the corporation, and the title of the person who signs on behalf of the corporation. If the bid is made by the corporation, a certified copy of the bylaws or resolution of the Board of Directors of the corporation must be furnished, showing the authority of the officer signing the bid to execute contracts on behalf of the corporation. If the bid is made by a joint venture, the bid must be signed by a representative of one of the joint venture firms. Additionally, HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 20 00 – INSTRUCTIONS TO BIDDERS 3 of 8 the bid must include a copy of the resolution or agreement empowering the representative to execute the bid and bind the joint venture.

4. BID IRREGULARITIES: Each bid and the information requested, bound in the project manual, shall be enclosed in a sealed envelope and labeled as specified in the Invitation to Bid. Bidders are warned against making erasures or alterations of any kind, and bids containing omissions, erasures, or irregularities of any kind may be rejected. No oral, telegraphic, or telephonic bids or modifications will be considered.

5. MODIFICATION OF BID: Modification of a bid already received will be considered only if the modification is received prior to the time established for receiving bids.

Modifications must be made in writing, executed, and submitted in the same form and manner as the original bid.

6. WITHDRAWAL OF BIDS: Within five days after the opening of bids, a bidder may withdraw his bid, if he establishes to the Owner's satisfaction that a mistake was made in preparing the bid. A bidder who wants to withdraw must give written notice to the Owner, specifying, in detail, how the mistake occurred and how the mistake made the bid materially different than it was intended to be. Withdrawal is not permitted for mistakes resulting from errors in judgment or carelessness in inspecting the site of the work or in reading the project manual.

7. MAJOR EQUIPMENT ITEMS: Certain items of major equipment to be provided under this contract are shown on the plans. The bidder shall provide the name of the manufacturer of the equipment to be provided for all major equipment. Only one manufacturer shall be indicated for each item. By so indicating, the bidder warrants that equipment manufactured and/or supplied by the named manufacturer will be provided on the project unless review of submittal information or performance under tests reveals that the manufacturer is unresponsive to the contract. Failure to indicate a manufacturer for any equipment may render the bid unresponsive to the invitation to bid and may be a basis for rejection of the bid.

The arrangements specified on the drawings are based on a particular manufacturer's equipment. Where the Contractor selects a manufacturer whose equipment arrangement is different than specified, the total amount listed in the bid shall provide for a complete operating installation for each equipment item listed, including any and all changes and additions in structure, piping, buildings, mechanical, electrical and control systems and accessories required to accommodate the listed manufacturer's equipment. The bid shall also include the preparation and submission of detailed drawings, calculations and manufacturer's data to allow evaluation of the proposed equipment and to show all modifications to the work as necessary to accommodate the proposed manufacturer's equipment.

In the event that the Owner, at its sole discretion, determines that the equipment of the manufacturer listed by the Contractor and submitted for review does not meet the requirements of the contract, the Contractor shall select and submit for review equipment of another manufacturer which does meet the contract, and no increase in the total amount of the contract shall be allowed.

B. ALTERNATIVE MATERIALS AND EQUIPMENT:

The bidder may offer a deductive price to the Owner for supplying alternative or substitute equipment or material for items specified or shown in the plans by listing the specification section, HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 20 00 – INSTRUCTIONS TO BIDDERS 4 of 8 item description, manufacturer, and deductive amount as a supplement to the bid. The bid shall be based on supplying equipment or material from manufacturers or suppliers specified or shown on the plans. Alternative or substitute equipment or material will be considered by the Owner after contract award and shall not be used in determining the basis of award. Selection of any offered alternate or substitution shall be at the Owner’s sole discretion and will be accomplished by issuing a deductive change order for an amount agreed upon.

Manufacturers or suppliers of materials and equipment may offer an alternative product to the Contractor and request that alternatives to specified products be considered equal. Inclusion of such alternatives in the bid is the responsibility of the Contractor. Inclusion should only be considered if the Contractor believes the offered alternative is equal in quality to the specified product. After award of contract, such offers of alternative products will be reviewed and processed as a substitution provided under paragraph 00 72 00-4.05.

C. BID GUARANTY:

The bid form must be accompanied by a bid guaranty bond provided by a guaranty company authorized to carry on business in the State of California for payment to the Owner in the sum of at least ten (10) percent of the total amount of the bid price, or, alternatively, by a certified or cashier's check, payable to the Owner in the sum of at least ten (10) percent of the total amount of the bid price. The bonds must be executed by a duly licensed surety company, listed in the latest Circular 570 of the United States Treasury Department as being acceptable as surety on federal bonds. The bid guaranty bond must be provided on the form included in Section 00 43 13 of this project manual. The amount payable to the Owner under the bid guaranty bond or the certified or cashier's check, as the case may be, must be forfeited to the Owner as liquidated damages in case of a failure or neglect of the bidder to furnish, execute, and deliver to the Owner the required performance and payment bonds provided respectively in Sections 00 61 05 and 00 61 10, the evidences of insurance, and to enter into, execute, and deliver to the Owner the agreement on the form provided in Section 00 52 00, within ten (10) calendar days after receiving written notice from the Owner that the award has been made and the agreement is ready for execution.

D. LIST OF SUBCONTRACTORS:

Each bidder must have listed, on the form provided in Section 00 43 36, the name, address, and description of the work, of each subcontractor to whom the bidder proposes to sublet portions of the work. For the purpose of this paragraph, a subcontractor is defined as one who contracts with the Contractor to provide materials and labor, labor only, or who specially fabricates and installs a portion of the work or improvement according to drawings contained in the project manual. Listings and subsequent substitutions, if any, must be done in conformance with the Subletting and Subcontracting Fair Practices Act, commencing at Section 4100 of the Public Contract Code of the State of California. Failure to list subcontractors may render a bid nonresponsive and may be grounds for rejection of the bid.

1.05 BIDDER'S CERTIFICATIONS
A. QUALIFICATION OF BIDDER:

Bidder must certify that he is, at the time of bidding, and will be, throughout the period of the contract, licensed under the provisions of Chapter 9, Division 3 of the Business and Professions HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 20 00 – INSTRUCTIONS TO BIDDERS 5 of 8 Code of the State of California to do the type of work contemplated in the project manual. Bidder must further certify that he is skilled and regularly engaged in the general class and type of work called for in the project manual.

The bidder must also certify that he is knowledgeable of the unusual and peculiar hazards associated with the general class and type of work required to construct the specified project within the terms given in the project manual. Bidder must be competent and skilled in the protective measures necessary for the safe performance of the construction work with respect to such unusual and peculiar hazards.

B. ADDENDA:

Each bid form must include specific acknowledgment, in the space provided, of receipt of all addenda issued and mailed by the Owner during the bidding period. Failure to so acknowledge may result in the bid being rejected as not responsive.

C. NON-COLLUSION AFFIDAVIT:

Pursuant to Section 7106 of the California Public Contract Code, a noncollusion affidavit is required on any public works contract of a public entity. The non-collusion affidavit must be executed by the bidder and notarized on the form provided in Section 00 45 19 of this project manual.

C. ANTI-LOBBYING CERTIFICATION:

The bidder shall require that the language of this certification be included in all contracts or subcontracts entered into in connection with this project and that all subrecipients shall certify and disclose accordingly. The anti-lobbying certification must be executed by the bidder on the form provided in Section 00 45 21 of this project manual.

1.06 POSTPONEMENT OF OPENING
The Owner reserves the right to postpone the date and time for receiving and/or opening of bids at any time prior to the date and time established in the Invitation to Bid. Postponement notices will be transmitted via email or mailing service to bidders in the form of addenda.

1.07 REJECTION OF BIDS
A. IRREGULAR BIDS:

The Owner reserves the right to reject bids which are incomplete, obscure, or irregular; bids which omit a bid on any one or more items for which bids are required; bids which omit unit prices if unit prices are required; bids in which unit prices are unbalanced in the opinion of the Owner; bids accompanied by insufficient or irregular bid security; and bids from bidders who have previously failed to perform properly or to complete on time contracts of any nature.

B. COLLUSION:

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 20 00 – INSTRUCTIONS TO BIDDERS 6 of 8 If the Owner has reason to believe that collusion exists among bidders, the Owner will reject the bids of the known participants in such collusion and may, at its option, require that all bidders certify under penalty of perjury that no collusion has occurred or exists. The Owner also, at its option, may reject all bids received.

1.08 RETURN OF BID GUARANTIES
Within 15 calendar days after the bids are opened, the Owner will return the bid guaranties accompanying the bids which are not to be considered in making the award. All other bid guaranties will be held until the contract has been fully executed. After that time they will be returned to the respective bidders whose bids they accompanied.

1.09 AWARD OF CONTRACT
Within ninety (90) calendar days after the date of opening bids, the Owner will act either to accept a bid or to reject all bids. Acceptance of a bid will be evidenced by a notice of award of contract in writing, delivered in person, or by certified mail, to the bidder whose bid is accepted. No other act of the Owner constitutes acceptance of a bid. The award of contract obligates the bidder whose bid is accepted to furnish performance and payment bonds and evidences of insurance, and to execute the agreement set forth in the project manual. The Owner will award a contract to the lowest responsive bidder on the basis of lowest total bid.

The Owner may initially Award the Contract for a portion of the work and reserves the right to add or remove any Bid Item or Alternative during the course of the Contract. Owner expects to receive additional funding in February that will affect selected scope of the final project. Items added or deleted after the Award will be completed as Change Orders at the Bid Price.

1.10 BASIS OF AWARD
The award will be made by the Owner to that responsive, responsible, qualified bidder submitting the proposal which in its sole and absolute judgment will best serve its interests.

Inclusion of bid items and alternatives in the final contract awarded will be at the Owner's sole discretion.

If, at any time the contract is to be awarded, the total of the lowest acceptable Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all bids or take such other action as best serves the Owner's interests.

The Owner reserves the right to accept or reject any or all proposals, and to waive any informalities and irregularities in said proposals, delete certain items from the proposal and postpone the award decision date to one that is mutually agreeable to the Owner and the low bidder.

1.11 EXECUTION OF CONTRACT
Within 10 calendar days after receiving written notice of the award of the contract, the contract agreement as provided in Section 00 52 00 must be executed in quadruplicate by the successful bidder and returned with the performance and payment bonds and evidences of HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 20 00 – INSTRUCTIONS TO BIDDERS 7 of 8 insurance. After execution by the Owner, one copy of the agreement will be returned to the Contractor.

1.12 LABOR REQUIREMENTS
A. WAGE DETERMINATION:

Wages to be paid laborers and mechanics on this project must be no less than the minimum either as determined by the Secretary of Labor or as determined by the Director of Industrial Relations in accordance with California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1.

Copies of the applicable current Federal prevailing wage rates are provided in Attachment A to the project specifications. State prevailing wage rates are provided in Attachment B to the project specifications. The Contractor and all subcontractors shall pay the higher prevailing wage rate for each craft, classification, or worker type. Wages to be paid laborers and mechanics on this project must be no less than the minimum either as determined by the Secretary of Labor or as determined by the Director of Industrial Relations in accordance with California Labor Code, Sections 1770, 1773 and 1733.1. Copies of the applicable prevailing wage rates must be posted at the work site.

Compliance with Section 1777.5 of the Labor Code, dealing with the employment of properly registered apprentices in all applicable occupations involved in the construction of this project, shall remain the responsibility of the Contractor. No apprentice may be placed on the job without prior submission of apprenticeship registration, allowable pay rates and approval of Owner’s Representative. Failure to obtain prior approval will require payment of journeyman wages until approval is received. All apprentices must be registered with both the Department of Labor and the Department of Industrial Relations.

B. SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION:

The Contractor must comply with all state and federal laws and county and local ordinances and regulations which in any manner affect those engaged or employed in the work.

C. EMPLOYMENT PERMITS:

The Contractor shall provide an employment permit prior to the initiation of any practices, work, method, or operation in accordance with Labor Code Section 6500.

1.13 SOIL INFORMATION
Subsoil investigations have not been conducted at the site of the work.

1.14 SHEETING, SHORING AND BRACING
In accordance with the provisions of Section 6707 of the California State Labor Code, each bidder must list, in the bid item indicated, the amount included in his bid for trench and excavation, adequate sheeting, shoring, and bracing, or equivalent method for the protection of life and limb, work which must conform to applicable State of California Construction Safety Orders. By listing HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 20 00 – INSTRUCTIONS TO BIDDERS 8 of 8 this sum in his bid, the bidder warrants that his action does not convey tort liability to the Owner, the Owner's employees, or the Construction Manager.

1.15 OFFER OF ASSIGNMENT OF ANTITRUST ACTIONS
As provided by Sections 4550 and 4552 of the California Government Code, in submitting a bid to a public purchasing body, the bidder offers and agrees that if the bid is accepted, it will assign to the Owner all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, materials, or services by the bidder for sale to the purchasing body pursuant to the bid. Such assignment is made and becomes effective at the time the purchasing body tenders final payment to the bidder.

1.16 SALES AND USE TAX
Bidder shall refer to General Conditions paragraph 00 72 00-2.04 K for sales and use tax requirements for this project.

1.17 BID PROTEST PROCEDURES
Bid protest procedures are contained in Crescent City Municipal Code Chapter 14.24 and are incorporated herein by reference.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 31 46 - PERMITS 1 of 1
SECTION 00 31 46

PERMITS
PART 1 – GENERAL

1.01 The following permits for this project must be obtained and paid for by the Contractor.

A. City of Crescent City Business License
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 40 00 – BID 1 of 2
SECTION 00 40 00
BID
City of Crescent City Date:
377 J Street
Crescent City, CA 95531
The undersigned, as bidder, declares that we have received and examined the project manual entitled “Amador Tank Phase II Rehabilitation Project” and will contract with the Owner, on the form of agreement provided herewith, to do everything required for the fulfillment of the contract for the construction on the project at the prices and on the terms and conditions herein contained.

We agree that the contract documents include Parts A, B and C of this project manual as well as the referenced federal, state, and local agency requirements.

We agree that the following are part of this bid:

Section Title
00 40 00 Bid
00 41 00 Bidding Schedule
00 43 13 Bid Guaranty Bond
00 43 36 Proposed Subcontractors
00 45 13 Certification of Bidder’s Experience and Qualifications 00 45 19 Non-Collusion Affidavit
00 45 21 Anti-Lobbying Certification
We acknowledge that addenda numbers through have been received and have been examined as part of the project manual.

Attached is a bidder’s security in the amount of at least ten (10) percent of the total amount of our bid in one of the following acceptable forms: (i) a guaranty bond duly completed by a guaranty company authorized to carry on business in the State of California; (ii) a certified or cashier's check payable to the Owner; or (iii) cash.

If our bid is accepted, we agree to sign the agreement without qualifications and to furnish the performance and payment bonds and the required evidences of insurance within 10 calendar days after receiving written notice of the award of the contract.

We further agree, if our bid is accepted and a contract for performance of the work is entered into with the Owner, to so plan work and to prosecute it with such diligence that the work shall be completed within the time stipulated.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 40 00 – BID 2 of 2
By submitting this bid, I verify that Contractor is not listed on the governmentwide exclusions list in the System for Award Management (SAM).

The bidder declares that the Contractor’s license number and expiration date and representations made therein are stated under penalty of perjury under the laws of the State of California.

Name of Bidder
Contractor's License No.

License Expiration Date
Signature of Bidder
Title of Signatory

Witness Address of Bidder

Title of Witness State of Incorporation

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 41 00 – BIDDING SCHEDULE 1 of 4
SECTION 00 41 00

BIDDING SCHEDULE
PROJECT IDENTIFICATION: AMADOR TANK PHASE II REHABILITATION PROJECT THE BID IS SUBMITTED TO: City of Crescent City, California Contractor shall furnish all labor, materials, equipment, applicable taxes, and incidentals necessary for the accomplishment of the following specific work items:

ITEM
NO. ITEM DESCRIPTION UNIT QUANTITY UNIT

PRICE ITEM TOTAL

1. Mobilization: Furnish all labor,
materials, and equipment to mobilize
onto the site.

LUMP
SUM 1

2. Water Pollution Prevention: Furnish
all labor, materials, and equipment to
provide all additional work necessary
for water pollution prevention.

LUMP
SUM 1

3. Coating New Appurtenances:

Furnish all labor, materials, and
equipment to prepare new
appurtenance surfaces and coat
appurtenances with an epoxy coating
system, in accordance with the
specifications.

LUMP
SUM 1

4. Interior Coating Spot Repairs:

Furnish all labor, materials, and
equipment to prepare interior surfaces
damaged from welding new
appurtenances and structural
modifications and inspection blast and
coat with an epoxy coating system, in
accordance with the specifications.

LUMP
SUM 1

5. Disinfection: Furnish all labor,
materials, and equipment to prepare
surfaces and disinfect interior.

LUMP
SUM 1

6. Exterior Paint Spot Repairs: Furnish
all labor, materials, and equipment to
prepare exterior surfaces damaged
from welding new appurtenances and
paint the prepared surfaces with an
epoxy/urethane system, including
applying finish coat on new
appurtenances, in accordance with the
specifications.

LUMP
SUM 1
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 41 00 – BIDDING SCHEDULE 2 of 4

7. Lateral Bracing: Furnish all labor,
materials, and equipment to furnish
and install lateral bracing, in
accordance with the plans.

LUMP
SUM 1

8. 36" Dia. South Manhole: Furnish all
labor, materials, and equipment to
remove and dispose of existing 24"
diameter south manhole, furnish and
install an insert plate, and furnish and
install new 36" diameter manhole, in
accordance with the plans and
specifications.

LUMP
SUM 1

9. 36" Dia. North Manhole: Furnish all
labor, materials, and equipment to
furnish and install new 36" diameter
manhole, in accordance with the plans
and specifications.

LUMP
SUM 1

10. Interior Ladder and Platform: Furnish
all labor, materials, and equipment to
install new fiberglass ladder and
platform at the new manholes, in
accordance with the plans and
specifications.

EACH 2

11. Vent Screens: Furnish all labor,
materials, and equipment to remove
existing vent aluminum screening and
hardware prior to coating and painting,
store on-site, and reinstall, in
accordance with the specifications.

LUMP
SUM 1
TOTAL OF ITEMS 1 THROUGH 11

ALTERNATIVE BID ITEMS
Contractor shall furnish all labor, materials, equipment, applicable taxes, and incidentals necessary for the accomplishment of the following additive work items (if required):

ITEM
NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY
UNIT

PRICE ITEM TOTAL

12. Dehumidification: Furnish all
labor, materials, and equipment to
use dehumidification system for
interior work, including curing of
coatings, in accordance with the
specifications. Sound barriers shall
be provided as required.

COST
PER
WEEK
2 HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 41 00 – BIDDING SCHEDULE 3 of 4

13. Pitted Areas: Furnish all labor,
materials, and equipment to fill or
weld plates over excessively pitted
or corroded areas, as determined
necessary by the Engineer.

CREW
HOUR 16

14. Grinding: Furnish all labor,
materials, and equipment to grind
smooth sharp edges of the rafters
and/or girder flanges that comprise
of sharp edges, as determined
necessary by the Engineer.

CREW
HOUR 16

15. Inspection Blast: Furnish all labor,
materials, and equipment to
abrasively blast clean severely
corroded surfaces, as determined
necessary by the Engineer for
inspection.

CREW
HOUR 8

16. Patch Plates: Furnish all labor,
materials, and equipment to seal
weld patch plates over holes in the
exterior roof, as determined
necessary by the Engineer.

SQ. FT. 100

17. Straighten Rafters: Furnish all
labor, materials, and equipment to
straighten the existing rafters, in
accordance with the specifications,
as determined necessary by the
Engineer.

EACH 15

18. Rafter Full-Length Replacement:

Furnish all labor, materials, and
equipment to remove existing fulllength rafters and replace with new rafters in like-kind, including new
gusset plates and nuts and bolts,
and coat prior to installation, as
determined necessary by the
Engineer.

EACH 15
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 41 00 – BIDDING SCHEDULE 4 of 4

19. Rafter 3-Foot Section
Replacement: Furnish all labor,
materials, and equipment to remove
3-foot section of existing rafters at
the center support plate and replace
with new 3-foot section of rafters in
like-kind, including new gusset
plates and nuts and bolts, as
determined necessary by the
Engineer.

EACH 38

20. Interior Coating: Furnish all labor,
materials, and equipment to prepare
4-foot radius of rafters, roof plates,
and center support plate surfaces to
SSPC-SP10 and coat surfaces with
an epoxy coating system, in
accordance with the specifications.

LUMP
SUM 1

TOTAL OF ALTERNATIVE ITEMS
12 THROUGH 20
TOTAL BID AMOUNT (Sum of Items 1-11 and Alternative Items 12-20) ____________________________________________________________________________ ($________________________________).

The cost of all work in the Contract Documents not specifically identified as an item or described as an item shall be included in the items and no additional compensation shall become due the Contractor by nature of compliance with the Contract Documents except as provided for in the provisions relating to extra work or changes in the work.

Bid award will be based on the lowest aggregate of the Total Bid Amount.

Actual contract amount will include all items and alternatives selected by the Owner in accordance with paragraph 00 20 00-1.10.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 43 13 – BID GUARANTY BOND 1 of 2
SECTION 00 43 13

BID GUARANTY BOND
KNOW ALL MEN BY THESE PRESENTS: That we _________________________, as Principal, and , as Surety, are held and
firmly bound unto City of Crescent City, a California municipal corporation, as Obligee, each in the penal sum of ten (10) percent of the total amount of the bid of the Principal for the work, this sum not to exceed dollars ($ ) of lawful money of the United States for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the Principal has submitted or is about to submit a bid to the Obligee for the work described as construction of the “Amador Tank Phase II Rehabilitation Project” and to which reference is hereby made for all particulars;
NOW, THEREFORE, the condition of this obligation is such that if the Principal is awarded the contract, and if the Principal, within the time specified in the bid for such contract, enters into, executes, and delivers to the Obligee an agreement in the form provided therein complete with evidences of insurance and files with the Obligee two bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, as required by law, and in the form provided by Obligee, then this obligation will be null and void; otherwise, this obligation will remain in full force and virtue.

AND IT IS HEREBY DECLARED AND AGREED that the Surety will be liable under this obligation as Principal, and that nothing of any kind or nature whatsoever that will not discharge the Principal may operate as a discharge or a release of liability of the Surety. In the event suit is brought upon this bond by the Obligee and judgment is recovered, the Surety shall pay all costs incurred by the Obligee in such suit.

IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their seals this day of , 20 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.

SIGNED AND SEALED this day of , 20____.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 43 13 – BID GUARANTY BOND 2 of 2
(SEAL)
Principal

Signature for Principal

Title of Signatory
(SEAL)
Surety

Signature for Surety
Title of Signatory

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 43 36 – PROPOSED SUBCONTRACTORS 1 of 1 SECTION 00 43 36

PROPOSED SUBCONTRACTORS
The following information gives the name, business address, and portion of work (description of work to be done) for each subcontractor that will be used in the work if the bidder is awarded the contract. No subcontractor who is not listed may be used without the written approval of the Owner in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. (Additional supporting data may be attached to this page. Each page must be sequentially numbered, e.g., 00 43 36-2, and headed "Proposed Subcontractors" and shall be signed.)
Contractor shall attach verification sheet from Department of Industrial Relations (DIR) showing that all subcontractors are registered in accordance with Labor Code Section 1725.5.

Name Location Place of Business Description of Work DIR

Signature of Bidder

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 45 13 – EXPERIENCE AND QUALIFICATIONS 1 of 1 SECTION 00 45 13
CERTIFICATION OF BIDDER’S

EXPERIENCE AND QUALIFICATIONS
The undersigned bidder certifies that he or she is, when the bid is submitted and will be, throughout the period of the contract, licensed by the State of California to do the type of work required under terms of the contract documents. Bidder further certifies that he or she is skilled and regularly engaged in the general class and type of work called for in the contract documents.

In accordance with the requirements of paragraph 00 20 00-1.05 A, the bidder represents that he is competent, knowledgeable and has special skills with respect to the nature, extent, and inherent conditions of the work to be performed. Bidder acknowledges that there are certain peculiar and inherent conditions existent in the construction of the particular facilities he is bidding on that may create, during the construction program, unusual or peculiar unsafe conditions that will be hazardous to persons or property. Bidder expressly acknowledges that he is aware of these peculiar risks and that he has the skill and experience to foresee them, assess them, and to adopt protective measures to adequately and safely perform the construction work with respect to the hazards.

Signed this day of , 20 .

Name of Bidder

Contractor’s License No. and State
__________________________________________
Contractor’s DUNS Number

Signature of Bidder
Title of Signatory

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 45 19 – NON-COLLUSION AFFIDAVIT 1 of 1 SECTION 00 45 19

NON-COLLUSION AFFIDAVIT

NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY

BIDDER AND SUBMITTED WITH BID FOR PUBLIC WORKS

STATE OF CALIFORNIA )
)ss
COUNTY OF__________________________ )
_______________________________________being first duly sworn, deposes and says (name)
that he or she is ________________________________________________________ of (Position Title)
_______________________________________________________________________,

(the Bidder)
the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

DATED:______________________ By__________________________________ (Person signing for Bidder)
Subscribed and sworn to before me on
(Notarial Seal) ____________________________________
____________________________________
(Notary Public)

END OF SECTION
SECTION 00 45 21

ANTI-LOBBYING CERTIFICATION
The following certification and disclosure regarding payments to influence certain federal transactions are made per the provisions contained in 2 CFR 200 – Appendix II and 31 U.S.C. 1352, the “Byrd Anti‐Lobbying Amendment.”
(a) 2 CFR 200 – Appendix II, “Contract Provisions for Non-Federal Entity Contracts Under Federal Awards” is hereby incorporated by reference into this certification (b) The offeror, by signing its offer, hereby certifies to the best of his or her knowledge and belief that:
(1) No Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress on his or her behalf in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment or modification of any Federal contract, grant, loan, or cooperative agreement; (2) If any funds other than Federal appropriated funds (including profit or fee received under a covered Federal transaction) have been paid, or will be paid, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress on his or her behalf in connection with this solicitation, the offeror shall complete and submit, with its offer, OMB standard form LLL, Disclosure of Lobbying Activities, to the Contracting Officer; and (3) He or she will include the language of this certification in all subcontract awards at any tier and require that all recipients of subcontract awards in excess of $150,000 shall certify and disclose accordingly.
(c) This certification is a material representation of fact upon which reliance is placed when this transaction was made or entered into. Submission of this certification and disclosure is a prerequisite for making or entering into this contract imposed by section 1352, title 31, United States Code. Any person making an expenditure prohibited under this provision or who fails to file or amend the disclosure form to be filed or amended by this provision, shall be subject to a civil penalty of not less than $10,000, and not more than $100,000, for each such failure.

SIGNATURE:_______________________________________________________ COMPANY NAME:________________________________ DATE: _______________

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 52 00 – AGREEMENT 1 of 2
SECTION 00 52 00

AGREEMENT
THIS AGREEMENT, made this day of , 20 , by and between the City of Crescent City, a California municipal corporation, hereinafter called the "Owner," and , hereinafter called the "Contractor."
WITNESSETH:

WHEREAS, the Owner has caused a project manual to be prepared comprised of one volume of bidding and contract requirements and technical specifications and one volume of drawings for the construction of the Crescent City Amador Tank Phase II Rehabilitation Project as described therein, and
WHEREAS, the Contractor has offered to perform the proposed work in accordance with the terms of the contract as defined in Section 00 72 00 of the specifications.

NOW, THEREFORE, in consideration of the mutual covenants and agreements of the parties contained in the contract and to be performed, the Contractor hereby agrees to complete the work at the price and on the terms and conditions therein contained, and the Owner agrees to pay the Contractor the contract price provided therein for the fulfillment of the work and the performance of the covenants set forth herein.

The further terms, conditions, and covenants of this agreement are set forth in the contract documents, each of which is attached hereto and by this reference made a part hereof:

Volume one containing Part A, Bidding and Contract Requirements (including Addenda numbers through ); Part B, Technical Specifications; and Part C, a set of drawings consisting of one volume.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 52 00 – AGREEMENT 2 of 2
IN WITNESS WHEREOF, this agreement has been executed on this day of , 20 .

Signature for Owner

Title of Signatory
Attest:

Signature

Title of Signatory

Name of Contractor
Signature for Contractor
Title of Signatory
Attest:

Signature

Title of Signatory

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 61 05 – FAITHFUL PERFORMANCE BOND 1 of 2 SECTION 00 61 05

FAITHFUL PERFORMANCE BOND

KNOW ALL MEN BY THESE PRESENTS, THAT,
WHEREAS, the City of Crescent City, a California municipal corporation hereinafter designated the "Owner", has, on , 20 , awarded to
, hereinafter designated as the "Principal", a contract for the construction of the Crescent City Amador Tank Phase II Rehabilitation Project; and WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contracts.

NOW, THEREFORE, WE, the Principal, and , as Surety,
are held and firmly bound unto the Owner the penal sum of dollars ($ ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, his or her or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and faithfully perform the covenants, conditions, and agreements in the said contract and any alterations made as therein provided, on his or her or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless, the Owner, its officers and agents as therein stipulated, then this obligation will become null and void; otherwise it will be and remain in full force and virtue and Principal and Surety, in the event suit is brought on this bond, will pay to the Owner such reasonable attorney's fees as fixed by the court.

As a condition precedent to the satisfactory completion of the said contract, the above obligation in the said amount will hold good for a period of one (l) year after the completion and acceptance of the said work, during which time if the above bounden Principal, his or her or its heirs, executors, administrators, successors or assigns shall fail to make full, complete, and satisfactory repair and replacements or totally protect the said Owner from loss or damage made evident during said period of one year from the date of acceptance of said work, and resulting from or caused by defective materials and/or faulty workmanship in the prosecution of the work done, the above obligation in the said amount will remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligation of the Surety hereunder will continue so long as any obligation of the Principal remains.

And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same will, in any way, affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 61 05 – FAITHFUL PERFORMANCE BOND 2 of 2 IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their seals this day of , 20 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.

Principal
(Seal)

Signature for Principal
Title of Signatory
Surety
(Seal)
Signature for Surety
Title of Signatory

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 61 10 – PAYMENT BOND 1 of 2
SECTION 00 61 10

PAYMENT BOND

KNOW ALL MEN BY THESE PRESENTS, THAT,
WHEREAS, the City of Crescent City, a California municipal corporation hereinafter designated the "Owner", has, on , 20 , awarded to
, hereinafter designated as the "Principal", a contract for the construction of the Crescent City Amador Tank Phase II Rehabilitation Project; and WHEREAS, said Principal is required to furnish a bond in connection and with said contract, providing that if said Principal, or any of his or her or its subcontractors, should fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the Surety of this bond will pay the same to the extent hereinafter set forth:

NOW, THEREFORE, WE, the Principal, and , as Surety,
are held and firmly bound unto the Owner the penal sum of dollars ($ ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors, or assigns, should fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the work contracted to be done, or for any work or labor thereon of any kind or for amount due under the Unemployment Insurance Act with respect to such work or labor, or for any amounts due, or to be withheld pursuant to Sections l8806 of the Revenue and Taxation Code of the State of California with respect to such work or labor, as required by the provisions of Chapter III, Division V, Title I, of the Government Code of the State of California, and provided that the persons, companies, or corporations so furnishing said materials, provisions, or other supplies, appliances, or power use, in, upon, for, or about the performance of the work contracted to be executed or performed, or any person who performs work or labor upon same, or any person who supplies both work and materials, thereto, shall have complied with the provisions of said Government Code, then said surety will pay the same in or to an amount not exceeding the amount hereinabove set forth, and also will pay in case suit is brought upon this bond, such reasonable attorney's fees to the Owner as fixed by the court.

This bond will inure to the benefit of any and all persons, companies, and corporations entitled to file claims under said Government Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition of the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same will, in any way, affect its obligations of this bond, and it does hereby waive notice of any change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 61 10 – PAYMENT BOND 2 of 2
IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their seals this day of , 20 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.

Principal
(Seal)

Signature for Principal Title
Surety
(Seal)

Signature for Surety Title

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 62 00 – CERTIFICATES AND OTHER FORMS 1 of 1 SECTION 00 62 00

CERTIFICATES AND OTHER FORMS
The forms listed below and included in this Section shall be used for this project and may be referenced from other Sections of the project manual:

Form No. Title

01300-A Submittal Transmittal Form

Contractor may use electronic versions of these forms or submit without forms if using Virtual Project Manager.

01300-A. SUBMITTAL TRANSMITTAL FORM:

SUBMITTAL TRANSMITTAL
Submittal Description: Submittal No:1

Spec Section:

Routing Sent Received
OWNER: Contractor/CM
PROJECT: CM/Engineer
Engineer/CM
CONTRACTOR: CM/Contractor
We are sending you Attached Under separate cover via ________________. Submittals for review and comment
Product data for information only
Remarks:

Item Copies Date
Section
No. Description
Review
actiona
Reviewer
initials
Review
comments
attached

a
Note: NET = No exceptions taken; MCN = Make corrections noted; A&R = Amend and resubmit; R = Rejected Attach additional sheets if necessary.

Contractor
Certify either A or B:
A. We have verified that the material or equipment contained in this submittal meets all the requirements, including coordination with all related work, specified (no exceptions). B. We have verified that the material or equipment contained in this submittal meets all the requirements specified except for the attached deviations.

No. Deviation
Certified by:

Contractor's Signature
1 See paragraph 00 33 00-4.0 A, Transmittal Procedure.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 1 of 39 SECTION 00 72 00

GENERAL CONDITIONS
PART 1--GENERAL INFORMATION

1.01 DEFINITIONS OF WORDS AND TERMS
Where used in the project manual, the following words and terms have the meanings indicated. The meanings are applicable to the singular, plural, masculine and feminine forms of the words and terms.

Acceptance. Formal action of the Owner in determining that the Contractor’s work has been completed in accordance with the contract and in notifying the Contractor in writing of the acceptability of the work.

Act of God. A cataclysmic phenomenon of nature, such as an earthquake, flood, tsunami or cyclone. Rain, wind, high water, or other natural phenomenon which might reasonably have been anticipated from historical records of the general locality of the work are not to be treated as Acts of God.

Addenda. Supplemental written specifications or drawings issued prior to execution of the contract which modify or interpret the project manual by addition, deletion, clarification, or corrections.

Bid. Offer of a bidder submitted on the prescribed form setting forth the price or prices of the work to be performed.

Bidder. Individual, partnership, corporation, or a combination thereof, including joint venturers, offering a bid to perform the work.

City of Crescent City. To be considered the same as “Owner”, refer to “Owner”.

Construction Manager. The person designated, in writing, by the Owner to act as its representative at the construction site and to perform construction inspection services and administrative functions relating to this contract. Initial contact by the Contractor with the Owner will be through the Construction Manager.

Contract. The writings and drawings embodying the legally binding obligations between the Owner and the Contractor for completion of the work. The contract includes the following documents:

Project Manual
Invitation to Bid
Information for Bidders
Bid Proposal
General Conditions
Supplementary Conditions
Special Conditions
Specifications
Contract Drawings
Addenda
Bonds
Agreement
Notice of Award
Notice to Proceed
Change Orders
Directives
Design Brief
Contract Drawings. The drawings included in the project manual plus those prepared by the Owner and the Contractor pursuant to the terms of the contract. They include:

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 2 of 39

1. Drawings in Part C of the project manual.

2. Modifying drawings issued by addenda.

3. Drawings submitted by the Contractor during the progress of the work and accepted by the Owner either as attachments to change orders or as nonmodifying supplements to drawings in Part C and drawings issued by addenda.

4. Drawings submitted by the Owner to the Contractor during the progress of the work either as attachments to the change orders or as explanatory supplements to drawings in Part C and drawings issued by addenda.

Contract Price. Amount payable to the Contractor under the terms and conditions of the contract based on the price given on the bidding schedule, with adjustments made in accordance with the contract. The base amount given in the bidding schedule must be either a lump sum bid or the summation of the unit price bids multiplied by the estimated quantities set forth in the bid form.

Contract Time. Number of calendar days stated in the contract for the completion of the work or portions thereof.

Contractor. The individual, partnership, corporation, or combination thereof, including joint venturers who enter into the contract with the Owner for the performance of the work. The term covers subcontractors, equipment and material suppliers, and their employees.

Contractor's Plant and Equipment. Equipment, material, supplies, and all other items, except labor, brought onto the site by the Contractor to carry out the work, but not to be incorporated in the work.

Day. Calendar day.

Department. Department of Housing and Community Development.

Design Professional. Professional Engineer licensed to practice in the State of California retained by the Contractor.

Direct. Action of the Owner or Construction Manager by which the Contractor is ordered to perform or refrain from performing work under the contract.

Directive. Written documentation of the actions of the Owner or Construction Manager in directing the Contractor.

Equipment. Mechanical, electrical, instrumentation, or other device with one or more moving parts, or devices requiring an electrical, pneumatic, electronic, or hydraulic connection.

Furnish. To deliver to the job site or other specified location any item, equipment or material.

Herein. Refers to information presented in the project manual.

Holidays. Legal holidays designated by the state or specifically identified in the supplementary conditions.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 3 of 39 Install. Placing, erecting, or constructing complete in place any item, equipment, or material.

May. Refers to permissive actions.

Owner. A public or quasi-public agency or authority, corporation, association, partnership, or individual for whom the work is to be performed. Under this contract, the Owner is identified by name in the agreement.

Owner's Representative. The person other than the Construction Manager designated in writing by the Owner to act as its agent on matters relating to this contract.

Paragraph. For reference or citation purposes, paragraph shall refer to the paragraph, or paragraphs, called out by section number and alphanumeric designator. For example, this definition is found in paragraph 00 72 00-1.01; permits and licenses are discussed in paragraph 00 72 00-1.05 B.

Person. The term, person, includes firms, companies, corporations, partnerships, and joint ventures.

Project. The undertaking to be performed under the provisions of the contract.

Project Manual. Those contract documents prepared for bidding and as amended by addenda.

Provide. Furnish and install, complete in place.

Punch List. List of incomplete items of work and of items of work that are not in conformance with the contract. The list will be prepared by the Construction Manager when the Contractor (1) notifies the Construction Manager in writing that the work has been completed in accordance with the contract and (2) requests in writing that the Owner accept the work.

Shall. Refers to actions by either the Contractor or the Owner and means the Contractor or Owner has entered into a covenant with the other party to do or perform the action.

Shown. Refers to information presented on the drawings, with or without reference to the drawings.

Specifications. That part of the contract documents consisting of written descriptions of the technical features of materials, equipment, construction systems, standards, and workmanship.

Specify. Refers to information described, shown, noted or presented in any manner in any part of the contract.

Submittals. The information which is specified for submission to the Construction Manager in accordance with Division 1 of the project manual.

Substantial Completion. Sufficient completion of the project or the portion thereof to permit utilization of the project, or portion thereof for its intended purpose. Substantial completion requires not only that the work be sufficiently completed to permit utilization, but that the Owner can effectively utilize the substantially completed work. Determination of substantial completion is solely at the HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 4 of 39 discretion of the Owner. Substantial completion does not mean complete in accordance with the contract nor shall substantial completion of all or any part of the project entitle the Contractor to acceptance under the contract.

Substantial Completion Date. Date when the Owner puts into service the project, or that portion of the project that has been determined to be substantially complete.

Will. Refers to actions entered into by the Contractor or the Owner as a covenant with the other party to do or to perform the action.

Work. The labor, materials, equipment, supplies, services, and other items necessary for the execution, completion and fulfillment of the contract.

Working Day. Refers to definition as outlined in Section 8-1.06 of the State of California, Department of Transportation, Standard Specifications, 2006 edition.

1.02 JOINT VENTURE CONTRACTOR
If Contractor is a joint venture of two or more contractors, the grants, covenants, provisos and claims, rights, power, privileges and liabilities of the contract are joint and several. Any notice, order, direct request or any communication required to be or that may be given by the Owner or the Construction Manager to the Contractor under this contract, is sufficiently given to all persons in the joint-venture Contractor if it is given to any one or more of such persons. Any notice, request or other communication given by any one of such persons to the Owner or the Construction Manager under this contract is deemed to have been given by and binds all persons in the joint-venture Contractor.

1.03 CONTRACT REQUIREMENTS
A. SUCCESSORS' OBLIGATIONS:

The grants, covenants, provisos and claims, rights, powers, privileges and liabilities obtained in the contract documents must be read and held as made by and with, and granted to and imposed upon, the Contractor and the Owner and their respective heirs, executors, administrators, successors, and assigns.

B. ASSIGNMENT OF CONTRACT:

The contract must not be assigned in whole or in part without the written consent of the Owner. Involuntary assignment of the contract as caused by the Contractor being adjudged bankrupt, assignment of the contract for the benefit of Contractor's creditors or appointment of a receiver on account of Contractor's insolvency is considered as failure to comply with the provisions of the contract and subject to the termination provisions contained herein.

C. WAIVER OF RIGHTS:

Except as herein provided, no action or want of action on the part of the Contractor, Owner, Owner's Representative, or Construction Manager at any time with respect to the exercise of any right or remedies conferred upon them under this contract is a waiver on the part of the Contractor and Owner of any of their rights or remedies. No waiver is effective except in writing by the party to be charged. No waiver of one right or remedy acts as a waiver of any other right or remedy or as a subsequent waiver of the same right or remedy.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 5 of 39 D. OFFER OF ASSIGNMENT OF ANTITRUST ACTIONS:

As provided by Sections 4550 and 4551 of the Government Code, in entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the Contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment is effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties.

E. AMENDMENT OF GENERAL CONDITIONS:

These general conditions may be amended only by mutual consent of the Owner and the Contractor in writing.

1.04 LABOR STANDARDS
A. WAGES:

1. GENERAL: The Contractor and each subcontractor engaged in the work must pay each employee an amount not less than the rate established for each trade or occupation listed by the Director of the Department of Industrial Relations, State of California, or the Secretary of Labor, whichever is greater. An employee whose type of work is not covered by any of the classified wage rates must be paid not less than the rate of wage listed for the classification which most nearly corresponds to the type of work to be performed.

2. STATE/FEDERAL: State prevailing wages as set by the California Department of Industrial Relations and Federal (Davis-Bacon) prevailing wage rates as set by the Secretary of Labor for the work to be performed under this contract are included in Attachments A and B hereto.

3. PENALTY: The Contractor must forfeit, as penalty, to the Owner twenty-five dollars ($25.00) for each laborer, worker, or mechanic employed for each calendar day or portion thereof such laborer, worker, or mechanic is paid less than the general prevailing rate of wages for any work done under this contract, by him or by a subcontractor under him, in violation of the provisions of the California Labor Code, and, in particular, Sections 1770 and 1780 thereof.

4. PAYMENT OF WAGES: Pursuant to the Davis-Bacon Wage Act, Contractor and subcontractors are required to pay wages not less than once per week.

B. PREFERENCE FOR RESIDENT LABOR:

In the employment of labor for performance of the work, the Contractor must give preference to qualified persons residing within the general area of the work.

C. HOURS OF LABOR:

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 6 of 39 Pursuant to the California Labor Code, eight hours of labor constitutes a legal day's work.

The Contractor or any subcontractor may not require any more than eight hours of labor in a day from any person employed in the performance of the work under this contract. Failure of the Contractor to perform the work in accordance with this policy of the State of California is a failure on his part to comply with the provisions of this contract.

D. OVERTIME WORK:

Overtime and shift work may be established as a regular procedure by the Contractor with reasonable notice and written permission of the Owner. No work other than overtime and shift work established as a regular procedure will be performed between the hours of 6:00 p.m. and 7:00 a.m. nor on Saturdays, Sundays or holidays except such work as is necessary for the proper care and protection of the work already performed or in case of an emergency.

Contractor agrees to pay the costs of overtime inspection except those occurring as a result of overtime and shift work established as a regular procedure. Overtime inspection includes inspection required during holidays, Saturdays, Sundays and weekdays between the hours of 6:00 p.m. and 7:00 a.m. Costs of overtime inspection will cover engineering, inspection, general supervision and overhead expenses that are directly chargeable to the overtime work. Contractor agrees that Owner will deduct such charges from payments due the Contractor.

E. APPRENTICES:

The Contractor and subcontractors under him must comply with the requirements of Sections 1777.5 and 1777.6 of the Labor Code in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

F. TRAVEL AND SUBSISTENCE PAY:

The Contractor and subcontractors under him must comply with the requirements of Section 1773.8 of the Labor Code in the payment of travel and subsistence payments to each workman needed to execute the work, as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Section 1773.8.

G. COPELAND ANTI-KICKBACK ACT:

Contractor is prohibited from inducing, by any means, any person employed in the construction, or completion of the project, to give up any part of the compensation to which they are otherwise entitled.

H. WORKPLACE SAFETY:

No laborer or mechanic may be required to work in surroundings or under conditions which are unsanitary, hazardous, or dangerous as established by the Secretary of Labor pursuant to the Contract Work Hours and Safety Standards Act (codified at 40 USC 3701-3708).

I. DRUG FREE WORKPLACE:

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 7 of 39 Contractor certifies that it shall comply with the Drug Free Workplace Act of 1988, as amended, 2 CFR Part 182 – Governmentwide Requirements for Drug-Free Workplace (Financial Assistance), and the appropriate Federal Agency Regulations for Grants and Agreements, whichever would be applicable under Federal law, regarding Drug-Free Workplace compliance.

Contractor shall require compliance from subcontractors.

J. ELIGIBLE WORKERS:

1. Contractor shall ensure that all employees complete the I-9 Form to certify that they are eligible for lawful employment under the Immigration and Nationality Act (8 USC 1324z).

Contractor shall comply with regulations regarding certification and retention of the completed forms.

These requirements also apply to any subcontract awarded under this contract.

2. Contractor agrees to make these forms available in accordance with the access to records and record retention provisions of this contract.

1.05 LAWS, REGULATIONS AND PERMITS
A. GENERAL:

The Contractor must give the notices required by law and comply with all laws, ordinances, rules, and regulations pertaining to the conduct of the work. The Contractor is liable for violations of the law in connection with any work provided by the Contractor. If the Contractor observes that the drawings, specifications or other portions of the project manual are at variance with any laws, ordinances, rules or regulations, he must promptly notify the Construction Manager in writing of such variance. The Owner must promptly review the matter and, if necessary, issue a change order or take any other action necessary to bring about compliance with the law, ordinance, rule or regulation in question. Contractor agrees not to perform work known to be contrary to any laws, ordinances, rules or regulations.

B. PERMITS AND LICENSES:

Unless otherwise specified herein, permits and licenses from governmental agencies that are necessary only for and during the prosecution of the work and the subsequent guarantee period must be secured and paid for by the Contractor. Permits and licenses of regulatory agencies that are necessary to be maintained after completion of the guarantee period must be secured and paid for by the Owner.

C. PATENTS AND ROYALTIES:

The costs involved in fees, royalties or claims for any patented invention, article, process or method that may be used upon or in a manner connected with the work under this contract or with the use of completed work by the Owner, must be paid by the Contractor. The Contractor and his or her sureties must protect and hold the Owner, the design engineer, and the Construction Manager, together with their officers, agents and employees, harmless from any and all loss, defense costs and expenses, including attorneys fees, and against any and all demands made for such fees or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor must, if requested by the Owner, furnish acceptable proof of a valid release from all such fees or claims.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 8 of 39 Should the Contractor, his or her agent, employee or any of them be enjoined from furnishing or using any invention, article, material or plans supplied or required to be supplied or used under this contract, the Contractor must promptly pay such royalties and secure the requisite licenses; or, subject to acceptance by the Owner, substitute other articles, materials or appliances in lieu thereof which are of equal efficiency, quality, finish, suitability, and market value to those planned or required under the contract. Descriptive information of these substitutions must be submitted to the Construction Manager for determination of general conformance to the design concept and the construction contract. Should the Owner elect to refuse the substitution, the Contractor agrees to pay such royalties and secure such valid licenses as may be requisite for the Owner, his or her officers, agents and employees or any of them, to use such invention, article, material or appliance without being disturbed or in any way interfered with by any proceeding in law or equity arising from that use.

D. COMPLIANCE WITH ENVIRONMENTAL LAWS:

Contractor shall comply with applicable Federal environmental laws, regulations and Executive Orders including (as applicable) the Federal Water Pollution Control Act, the Clean Air Act, the Clean Water Act, the Safe Drinking Water Act of 1972, as amended, and associated EPA regulations, standards and guidelines; National Pollution Discharges and Elimination System (NPDES); the National Environmental Policy Act of 1969 (NEPA); the Endangered Species Act of 1973; the Bald Eagle Protection Act, the Wild and Scenic River Act of 1968; applicable Federal cultural resources laws, regulations and Executive Orders, including the Archaeological Resources Protection Act of 1979; 25 CFR Part 262 Protection of Archaeological Resources; the National Historic Preservation Act and associated regulations; 36 CFR Part 800 Protection of Historic and Cultural Properties; 43 CFR Part 7-11593 Protection of Cultural Environments.

1.06 HEADINGS
Headings to parts, divisions, sections, paragraphs, subparagraphs and forms are inserted for convenience of reference only and do not affect the interpretation of the contract documents.

1.07 SUBCONTRACTS
The Contractor must perform with his or her own organization not less than one-half of the work and must not sublet to one subcontractor more than one-third of the work without the prior written consent of the Owner.

1.08 CONFLICT OF INTEREST
A. GENERAL:

If Contractor violates any provisions of the following Sections, such actions by the Contractor will render this Agreement void. (Public Contracts Code Section 10420).

B. CURRENT STATE EMPLOYEES: (Public Contracts Code Section10410)

1. No officer or employee shall engage in any employment, activity or enterprise from which the officer or employee receives compensation or has a financial interest and which is sponsored or funded by any state agency, unless the employment, activity or enterprise is required as a condition of regular State employment.

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2. No officer or employee shall contract on his or her own behalf as an independent contractor with any State agency to provide goods or services.

C. FORMER STATE EMPLOYEES: (Public Contracts Code Section 10411)

1. For the two-year period from the date he or she left State employment, no former state officer or employee may enter into a contract in which he or she engaged in any of the negotiations, transactions, planning, arrangements or any part of the decision-making process relevant to the contract while employed in any capacity by any State agency.

2. For the twelve-month period from the date he or she left State employment, no former State officer or employee may enter into a contract with any State agency if he or she was employed by the State agency in a policy-making position in the same general subject area as the proposed contract within the 12-month period prior to his or her leaving State service.

1.09 NON-DISCRIMINATION
Contractor, subcontractors, manufacturers and suppliers shall not unlawfully discriminate, harass, or allow harassment against any employee or applicant for employment because of sex, race, color, ancestry, religious creed, national origin, physical disability (including HIV and AIDS), mental disability, medical condition (cancer), age (over 40), marital status, and denial of family care leave. Contractor, subcontractors, manufacturers and suppliers shall ensure that the evaluation and treatment of their employees and applicants for employment are free from such discrimination and harassment. Contractor, subcontractor, manufacturers and suppliers shall comply with the provisions of the Fair Employment and Housing Act (Government Code Section 12990 (a-f) et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, Section 7285 et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing Government Code Section 12990 (a-f), set forth in Chapter 5 of Division 4 of Title 2 of the California Code of Regulations, are incorporated into this Agreement by reference and made a part hereof as if set forth in full. Contractor, subcontractors, manufacturers and suppliers shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other Agreement.

Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform work under the Agreement.

1.10 EQUAL OPPORTUNITY
A. During the performance of this contract, Contractor agrees as follows:

1. Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following:

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 10 of 39 Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provision of this nondiscrimination clause.

2. Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin.

3. Contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee’s essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with Contractor’s legal duty to furnish information.

4. Contractor will send to each labor union or representative of workers with which s/he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers’ representatives of Contractor’s commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.

5. Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor.

6. Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.

7. In the event of Contractor’s noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 11 of 39 Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.

8. Contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance:

Provided, however, that in the event Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, Contractor may request the United States to enter into such litigation to protect the interests of the United States.

B. Rehabilitation Act of 1973 and the “504 Coordinator”:

The Contractor, subcontractors, manufacturers and suppliers further agrees to implement the Rehabilitation Act of 1973, as amended, and its regulations, 24 CFR Part 8, including, but not limited to, for Contractors, subcontractors, manufacturers and suppliers with fifteen (15) or more permanent full or part time employees, the local designation for a specific person charged with local enforcement of this Act, as the “504 Coordinator.”
C. Assurance of Compliance with Requirements Placed on Construction Contracts of $10,000 or more:

The Contractor hereby agrees to place in every contract and subcontract for construction exceeding $10,000 the Notice of Requirement for Affirmative Action to ensure Equal Employment Opportunity (Executive Order 11246), the Standard Equal Employment Opportunity, and the Construction Contract Specifications. The Contractor furthermore agrees to insert the appropriate Goals and Timetables issued by the U.S. Department of Labor in such contracts and subcontracts.

PART 2--OWNER-CONTRACTOR RELATIONS

2.01 AUTHORITY OF OWNER
A. GENERAL:

The Owner, acting through the Owner's Representative and the Construction Manager, has the authority to act as the sole judge of the work and materials with respect to both quantity and quality as set forth in the contract. It is expressly stipulated that the drawings, specifications and other contract documents establish the requirements as to the nature of the completed work and, except in those instances where the nature of the completed work is dependent on the method of performance, do not purport to control the method of performing work.

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1. GENERAL: Except for those decisions expressly reserved to the City of Crescent City, a California municipal corporation, the Owner's Representative has the authority to act on behalf of the Owner on change orders, progress payments, contract decisions, and acceptability of the Contractor's work.

2. CHANGE ORDERS: Up to an aggregate limit of 10% of the Contract price, the Owner's Representative has the authority to accept or reject change orders proposed by either the Construction Manager or the Contractor.

3. PROGRESS PAYMENTS: The Owner's Representative has the authority to accept or reject requests for progress payments which have been submitted by the Contractor and recommended by the Construction Manager.

4. CONTRACT DECISIONS: Should the Contractor disagree with the Construction Manager's decision with respect to the contract, the Contractor may request that the Owner's Representative review the Construction Manager's decision and make a determination on behalf of the Owner in the manner provided under paragraph 00 72 00-2.05 F.2.

5. ACCEPTABILITY OF WORK: The Owner's Representative has the authority to make the initial determination of the acceptability of the work as provided under paragraph 00 72 00-7.05. The Owner's Representative also has the authority to accept or reject initially the Construction Manager's recommendations regarding retention of defective work as provided in paragraph 00 72 00-4.09 B. Each of these determinations is made subject to the authority of the City of Crescent City.

6. EARLY POSSESSION: The Owner's Representative has the authority to take early possession in accordance with paragraph 00 72 00-7.06.

C. AUTHORITY OF CONSTRUCTION MANAGER:

1. GENERAL: The Construction Manager is the construction site representative of the Owner, employed to act as advisor and consultant to the Owner in construction matters related to the contract. The Owner has delegated his authority to the Construction Manager to make initial decisions regarding questions which may arise as to the quality or acceptability of materials furnished and work performed and as to the manner of performance and rate of progress of the work under the contract. The Construction Manager interprets the intent and meaning of the contract and makes initial decisions with respect to the Contractor's fulfillment of the contract and the Contractor's entitlement to compensation. The Contractor must look initially to the Construction Manager in matters relating to the contract. The Construction Manager's decisions are subject to review by the Owner's Representative in accordance with paragraph 00 72 00-2.05 F.2.

2. INSPECTION OF CONSTRUCTION: The Construction Manager has access to the work and to the site of the work and to the places where work is being prepared or where materials, equipment, and machinery are being obtained for the work. If requested by the Construction Manager, the Contractor must provide the assistance necessary for obtaining such access, and must provide information related to the inspection of construction.

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3. CHANGE ORDERS: The Construction Manager has the authority to initiate or recommend change orders. Change orders are subject to review and approval by the Owner.

D. USE OF CONTRACTOR'S PLANT AND EQUIPMENT:

Contractor agrees to make available to the Owner his plant and equipment for the performance of work at the project site. The Owner agrees that the use of such plant and equipment is extra work and will be paid for accordingly.

2.02 RESPONSIBILITIES OF OWNER
A. ATTENTION TO WORK:

The Owner will notify the Contractor in writing of the name of the Owner's Representative and of the Construction Manager. The Construction Manager normally will be at the site of the work.

During his absences, the Contractor may contact a previously designated representative of the Construction Manager.

B. OWNER'S EMPLOYEES:

The Owner is responsible for the adequacy, efficiency, and sufficiency of his employees and of any consultant, supplier or subcontractor employed by the Owner.

2.03 AUTHORITY OF CONTRACTOR
A. CONTRACTOR'S REPRESENTATIVE:

The Contractor must notify the Owner in writing of the name of the person who will act as the Contractor's representative and will have the authority to act in matters relating to this contract. This person must have authority to carry out the provisions of the contract and to supply materials, equipment, tools, and labor without delay for the performance of the work.

B. CONSTRUCTION PROCEDURES:

The Contractor will supervise and direct the work. He has the authority to determine the means, methods, techniques, sequences and procedures of construction, except in those instances where the Owner, to define the quality of an item of work, specifies in the contract, a means, method, technique, sequence or procedure for construction of that item of work.

C. SUBCONTRACTORS:

Subcontractors do not have a direct relationship with the Owner. The persons engaged in the work, including employees of subcontractors and suppliers, are considered employees of the Contractor and their work is subject to the provisions of the contract. References in the project manual to actions required of subcontractors, manufacturers, suppliers, or any person other than the Contractor, the Owner or the Construction Manager require the Contractor in turn to require that subcontractor, manufacturer, supplier or person to perform the specified action.

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2.04 RESPONSIBILITIES OF CONTRACTOR
A. SUBCONTRACTORS, MANUFACTURERS AND SUPPLIERS:

The Contractor is responsible for the adequacy, efficiency and sufficiency of subcontractors, manufacturers, suppliers and their employees. The Contractor shall perform, with Contractor’s own organization, contract work amounting to not less than 50 percent of the original total contract price.

B. CONTRACTOR'S EMPLOYEES:

The Contractor is responsible for the adequacy, efficiency, and sufficiency of his employees.

Workers must have sufficient knowledge, skill, and experience to perform properly the work assigned to them.

C. PAYMENT FOR LABOR AND MATERIALS:

The Contractor must pay and require his subcontractors to pay any and all accounts for labor including Workers Compensation premiums, State Unemployment and Federal Social Security payments and other wage and salary deductions required by law. The Contractor also must pay and require his or her subcontractors to pay any and all accounts for services, equipment, and materials used by him and by his subcontractors during the performance of work under this contract. These accounts must be paid as they become due and payable. If requested by the Owner, the Contractor must furnish to the Owner proof of payment of these accounts.

D. ATTENTION TO WORK:

The Contractor, acting through his or her representative, must give personal attention to and manage the work so that it is prosecuted faithfully. When his or her representative is not personally present at the project site, his designated alternate must be available and have the authority to act on the contract.

E. EMPLOYEE SAFETY:

The Contractor alone is responsible for the safety of his or her own employees and his or her subcontractor's employees. The Contractor must maintain the project site and perform the work in a manner that meets the Owner's responsibility under statutory and common law for the provision of a safe place to work, including Cal/OSHA and federal OSHA regulations.

F. PUBLIC SAFETY AND CONVENIENCE:

The Contractor must conduct his or her work so as to insure the least possible obstruction to traffic and inconvenience to the general public and the residents in the vicinity of the work. Work will be performed so as to insure the protection of persons and property. No road or street will be closed to the public except with the permission of the Construction Manager and the proper governmental authority. Fire hydrants on or adjacent to the work must be accessible to fire fighting equipment.

Temporary provisions must be made by the Contractor to insure the use of sidewalks, private and public driveways and proper functioning of gutters, sewer inlets, drainage ditches and culverts, irrigation ditches, and natural water courses.

G. COOPERATION WITH CONSTRUCTION MANAGER:

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 15 of 39 The Contractor, when requested, must assist the Construction Manager in obtaining access to work which is to be inspected. The Contractor must provide the Construction Manager with information requested in connection with the inspection of the work.

H. RECORDS RETENTION
The Contractor shall retain all books, records, accounts, documentation, and all other materials relevant to this Agreement for a period of five (5) years from date of termination of this Agreement, or five (5) years from the conclusion or resolution of any and all audits or litigation relevant to this Agreement and any amendments, whichever is later.

I. WORK SITE SECURITY
The Owner has limited security at the area the work is to take place; therefore the Contractor shall not rely upon the Owner’s security to protect the work site from theft or vandalism. The Contractor is responsible for providing necessary security measures to prevent theft or vandalism of material and equipment stored on site, work that has been completed, and work that is in the process of being completed. The Contractor shall repair or replace any damage or theft that occurs throughout the course of the work at no additional cost to the Owner.

J. CONTRACTOR AND SUBCONTRACTORS DAILY WORK REPORTS
The Contractor shall submit a daily report to the Construction Manager at the end of each shift worked. Daily reports shall include the following:

1. List all personnel working on the project and their classification,

2. Equipment utilized,

3. Shift and hours worked,

4. Accident report(s) if applicable,

5. Material/Equipment deliveries,

6. Production report covering day’s activities.

K. SALES AND USE TAX REQUIREMENTS
During the performance of this Agreement, Contractor, for itself, its assignees and successors in interest, must:

1. USE TAX DIRECT PAYMENT PERMIT: For all leases and purchases of materials, equipment, supplies or other tangible property used to perform the Contract and shipped from outside California, the Contractor and any subcontractor leasing or purchasing the materials, equipment, supplies or other tangible personal property must obtain a Use Tax Direct Payment Permit from the California State Board of Equalization (SBE) in accordance with the applicable SBE criteria and requirements.

2. SELLER’S PERMIT: Contractor and any construction subcontractor whose subcontract is for $5,000,000 or more must elect to allocate the local sales and use tax derived from the Contract directly to the local jurisdiction (Del Norte County) where the jobsite is located. For this purpose, the Contractor and such subcontractors must obtain a seller’s permit or a sub-permit of their seller’s permit for the specific jobsite and allocate the local tax to the jobsite on Schedule C of their sales and use tax return.

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2.05 OWNER-CONTRACTOR COORDINATION
A. SERVICE OF NOTICE:

Notice, order, direction, request or other communication given by the Construction Manager or Owner to the Contractor is well and sufficiently given to the Contractor if left at any office used by the Contractor or delivered to any of his officers, clerks or employees or posted at the site of the work or mailed to the Contractor at the address given in the contract document or mailed to the Contractor's last known place of business. If mailed by first-class mail, any form of communication is deemed to have been given to and received by the Contractor a day after the day of mailing.

B. SUGGESTIONS TO CONTRACTOR:

A plan or method of work suggested by the Owner or the Construction Manager to the Contractor but not specified or required, if adopted or followed by the Contractor in whole or in part, is used at the risk and responsibility of the Contractor. The Owner and the Construction Manager assume no responsibility for the decision to use that plan or method of work and they are not liable for any defects in the work that result from or are caused by use of such plan or method of work.

C. COOPERATION:

The Contractor agrees to permit entry to the site of the work by the Owner or other contractors performing work on behalf of the Owner. The Contractor must afford to the Owner and other contractors and their employees, reasonable facilities and cooperation and must arrange his or her work and dispose of his or her materials so as not to interfere with the activities of the Owner or of others upon the site of the work. The Contractor must promptly make good any injury or damage that may be sustained by other contractors or employees of the Owner at his or her hands. The Contractor must join his work to that of others and perform his work in proper sequence in relation to that of others.

If requested by the Contractor, the Owner will arrange meetings with other contractors performing work on behalf of the Owner to plan coordination of construction activities. The Owner must keep the Contractor informed of the planned activities of other contractors.

Differences or conflicts arising between the Contractor and other contractors employed by the Owner or between the Contractor and the workers of the Owner with regard to their work must be submitted to the Construction Manager for his decision in the matter. If the work of the Contractor is affected or delayed because of any act or omission of other contractors or of the Owner, the Contractor may submit for the Owner's consideration, a documented request for a change order.

D. DEVIATION FROM CONTRACT:

Neither the Contractor nor the Owner may make an alteration or variation in, addition to, or deviation or omission from the terms of this contract without the written consent of the other party.

E. DIFFERING SITE CONDITIONS:

The Contractor must promptly, and before such conditions are disturbed, notify the Owner in writing of:

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1. Subsurface or latent physical conditions at the site differing materially from those indicated in this contract.

2. Unknown physical conditions at the site, of an unusual nature, differing materially from those both ordinarily encountered and generally recognized as inhering in work of the character provided for in this contract.

The Owner must promptly investigate the conditions. If Owner finds that such conditions do materially differ and cause an increase or decrease in the Contractor's cost of, or the time required for, performance of any part of the work under this contract, whether or not the work is changed as a result of such conditions, an equitable adjustment will be made and the contract modified in writing accordingly.

No claim by the Contractor under this clause is allowed unless the Contractor has given the notice required, except that the Owner may extend the prescribed time.

No claim by the Contractor for an equitable adjustment under this clause will be allowed if it is asserted after final payment under this contract.

F. CLAIMS:

1. DETERMINATION BY CONSTRUCTION MANAGER: Questions regarding the meaning and intent of the contract documents must be referred by the Contractor in writing to the Construction Manager for his decision. The Construction Manager must respond to the Contractor in writing with his decision. If the Contractor disagrees with the Construction Manager's decision or considers that the decision requires extra work, he must, within five calendar days, notify the Construction Manager in writing of the disagreement or of the claimed extra work involved and of the estimated cost of said work.

2. APPEALS TO THE OWNER'S REPRESENTATIVE: In the event the Contractor disagrees with any determination or decision of the Construction Manager, the Contractor may, within 15 calendar days of the date of such determination or decision, appeal the determination or decision to the Owner's Representative. The Owner's Representative must review the appeal and transmit his decision in writing to the Contractor within 30 calendar days from the receipt of the appeal. Any failure of the Contractor to appeal the decision or the determination of the Construction Manager within the 15-day period is a waiver of the Contractor's right thereafter to assert a claim resulting from such determination or decision.

3. ARBITRATION: All claims, counterclaims, disputes and other matters in question between the Owner and the Contractor that are not resolved between the Owner's Representative and the Contractor will be decided by arbitration if the parties mutually agree, or in a court of competent jurisdiction within the state in which the Owner is located.

PART 3--SPECIFICATIONS AND DRAWINGS

3.01 INTERPRETATION OF SPECIFICATIONS AND DRAWINGS
A. GENERAL:

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 18 of 39 The specifications and drawings are intended to be explanatory of each other. Work specified on the drawings and not in the specifications, or vice versa, must be executed as if it were specified in both.

B. REQUEST FOR CLARIFICATION:

In the event the work to be done or matters related to the work are not sufficiently detailed or explained in the contract documents, the Contractor must apply to the Construction Manager for further explanations as may be necessary and must conform thereto so far as may be consistent with the terms of the contract. In the event of doubt or question arising respecting the true meaning of the specifications or drawings, reference must be made to the Construction Manager for his decision. Should the Contractor disagree with the Construction Manager's decision, he may appeal to the Owner's Representative in accordance with paragraph 00 72 00-2.05 F.2.

3.02 DIVISION OF SPECIFICATIONS AND DRAWINGS
Specifications and drawings are divided into groups for the convenience of the Owner and Construction Manager. These divisions are not for the purpose of apportioning work or responsibility for work among subcontractors, suppliers and manufacturers.

3.03 DISCREPANCIES IN SPECIFICATIONS AND DRAWINGS
A. ERRORS AND OMISSIONS:

If the Contractor, in the course of the work, becomes aware of any claimed errors or omissions in the contract documents or in the Owner's field work, he must immediately inform the Construction Manager in writing. The Construction Manager must promptly review the matter and if he finds an error or omission has been made, he must determine the corrective actions and advise the Contractor accordingly. If the corrective work associated with an error or omission increases or decreases the amount of work called for in the contract, the Owner must issue an appropriate change order. After discovery of an error or omission by the Contractor, related work performed by the Contractor is done at his risk unless authorized by the Construction Manager. In the event the Contractor disagrees with the determination of the Construction Manager under this provision, he may appeal to the Owner's Representative in accordance with paragraph 00 72 00-2.05 F.2.

B. CONFLICTING PROVISIONS:

In cases of conflict between the specifications and drawings, the more stringent governs.

Figure dimensions on drawings govern over scale dimensions and detail drawings govern over general drawings. In the event an item of work is described differently in two or more locations on the drawings and in the specifications, the Contractor must request a clarification from the Construction Manager.

C. UTILITIES:

The Owner has endeavored to determine the existence of utilities at the site of the work from the records of the owners of known utilities in the vicinity of the work. The positions of these utilities as derived from such records are shown on the drawings. No excavations were made to verify the locations shown for underground utilities. The service connections to these utilities are not shown on the drawings. It is the responsibility of the Contractor to determine the exact location of utilities and service connections thereto. The Contractor must make his own investigations, including HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 19 of 39 exploratory excavations, to determine the locations and type of existing utilities, including service connections, prior to commencing any work that could result in damage to those utilities. The Contractor must immediately notify the Construction Manager as to any utility discovered by him in a different position than shown on the drawings or that is not shown on the drawings.

Work on utilities must be performed and paid for as follows:

1. Known utilities. The Contractor must provide all labor, equipment, materials, and services necessary to remove, relocate or maintain utilities specified on the drawings. The work on each utility must be performed in a manner satisfactory to the utility owner. The utility owner has the option of doing such work with his own forces at the Contractor's expense, or permitting the work to be performed by the Contractor.

2. Service connections. Locations of service connections are not specified on the drawings. The Contractor must provide all labor, equipment and material to remove, relocate or maintain service connections. The work on service connections must be performed in a manner satisfactory to the service connection owner. The service connection owner has the option of doing such work with his own forces at the Contractor's expense, or permitting the work to be performed by the Contractor.

3. Unknown utilities. When a utility is not specified on the drawings, or it is located in a position different from that specified on the drawings, and interferes with the work, a change order based on changed site conditions will be issued in accordance with paragraph 00 72 00-7.02. Interference with the work is defined as a utility that crosses or projects into the plane of the work at an elevation between the top and bottom of the work. If it is necessary to remove, relocate, or temporarily maintain the utility, that work shall be included in the change order. The utility owner has the option of doing such work at the Contractor's expense or permitting the work to be performed by the Contractor. In either case, the cost of the work will be included in the change order.

No representations are made that the obligations to move or temporarily maintain the utility and to pay the cost thereof is or is not required to be borne by the owner of such utility, and it is the responsibility of the Contractor to investigate to find out whether or not the cost is required to be borne by the owner of the utility.

The right is reserved to governmental agencies and to owners of utilities to enter upon streets, alleys, rights-of-way or easements for the purpose of making changes in their property made necessary by the work and for the purpose of maintaining and making repairs to their property.

3.04 SUBMITTALS
Where required by the specifications, the Contractor must submit specified information that will enable the Construction Manager to advise the Owner whether the Contractor's proposed materials, equipment or methods of work are in general conformance to the design concept and in compliance with the drawings and specifications. The requirements for submittals are specified in Part B.

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3.05 CONTRACTOR'S COPIES OF PROJECT MANUALS
Within 10 days after notice to proceed, the Owner will furnish to the Contractor 4 sets of project manuals including half-size drawings, and 2 sets of full-size drawings. The Contractor is advised that revisions incorporating changes by addenda will not be incorporated into the reduced or full-size drawings furnished under the provisions of this paragraph. Additional copies of the project manual, if required by the Contractor, will be furnished by the Owner at cost. The Contractor must keep at the construction site at least one set of the project manual and one set of full-size drawings.

PART 4--MATERIAL, EQUIPMENT AND WORKMANSHIP

4.01 GENERAL
Unless otherwise specifically stated in the contract documents, the Contractor must provide and pay for materials, labor, tools, equipment, water, light, power, transportation, supervision, and temporary construction of any nature, and other services, and facilities of any nature, to execute, complete and deliver the work within the specified time. Material and equipment must be new and of a quality at least equal to that specified. Equipment offered must be current modifications which have been in successful regular operation under comparable conditions. This requirement does not apply to minor details, nor to thoroughly demonstrated improvements in design or in materials of construction. All construction work must be executed in conformity with the standard practice of the relevant trade.

4.02 PRODUCT DATA
Where required by the specifications, the Contractor must provide product data, which is a submittal furnished for information only. The information and data furnished is required by the Owner for inspecting, testing, operating and maintaining parts of the work. The requirements for product data are specified in Part B.

4.03 QUALITY
Where the contract requires that materials or equipment be provided or that construction work be performed, and detailed specifications of such materials, equipment or construction work are not set forth, the Contractor must perform the work using materials and equipment of the best grade in quality and workmanship obtainable in the market, from firms of established good reputations, and must follow standard practices in the performance of construction work. The work performed must be in conformity and harmony with the intent to secure the highest standard of construction and equipment of work as a whole and in part.

4.04 MATERIAL AND EQUIPMENT SPECIFIED BY NAME
When material or equipment is specified by reference to two or more patents, brand names, or catalog numbers, it is understood that this is referenced for the purpose of defining the performance or other salient requirements, and that other materials or equipment, of equal capacities, quality and function will be considered by the Owner upon the Contractor's request for substitution. Requests for substitution must be made in accordance with paragraph 00 72 00-4.05.

4.05 REQUESTS FOR SUBSTITUTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 21 of 39 The Contractor may offer material or equipment of equal or better quality and performance in substitution for those specified. The Owner will consider offers for substitution only from the Contractor and will not acknowledge or consider such offers from suppliers, distributors, manufacturers, or subcontractors. The Contractor's offers of substitution must be made in writing to the Construction Manager and must include sufficient data to enable the Construction Manager to assess the acceptability of the material or equipment for the particular application and requirements.

If the offered substitution necessitates changes to or coordination with other portions of the work, the data submitted must include drawings and details showing such changes. Contractor agrees to perform these changes as part of the substitution of material or equipment at no additional cost to the Owner. Within 30 calendar days after receipt of the offer of substitution, the Construction Manager will review the material submitted by the Contractor and advise the Contractor of objections, if any, to the proposed substitution or if further information is required. Upon notification by the Construction Manager, the Contractor must either provide material or equipment that complies with project specifications or if requested, furnish additional information. Although the Construction Manager may not take any objections to the proposed substitution, that will not relieve the Contractor from responsibility for the efficiency, sufficiency, quality and performance of the substitute material or equipment, in the same manner and degree as the material and equipment specified by name.

Any cost difference associated with a substitution must be reflected in the offer and the contract documents must be modified by a change order.

4.06 DEMONSTRATION OF COMPLIANCE WITH CONTRACT REQUIREMENTS A. INSPECTION:

To demonstrate his or her compliance with the contract requirements, the Contractor must assist the Construction Manager in his or her performance of inspection work. The Contractor must grant the Construction Manager access to the work and to the site of the work, and to the places where work is being prepared, or whence materials, equipment or machinery are being obtained for the work. The Contractor must provide information requested by the Construction Manager in connection with inspection work.

If the contract documents, laws, ordinances, or any public regulatory authority require parts of the work to be specially inspected, tested or approved, the Contractor will give the Construction Manager adequate prior written notice of the availability of the subject work for examination.

If parts of the work are covered in contravention of the Construction Manager's directive, the cost of exposing the work for inspection and closing must be borne by the Contractor regardless of whether or not the work is found to be in compliance with the contract.

If any work is covered in the absence of the Construction Manager's directive to the contrary, the Contractor must, if directed to do so by the Construction Manager, uncover, expose or otherwise make available for inspection, portions of covered work. If it is found that such work is defective, the Contractor must bear the expense of uncovering and reconstructing. If the work is found to be in compliance with the contract, the Contractor will be allowed an increase in the contract price, or an extension in the contract time, or both. A change order will be issued to document the increase, extension or both.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 22 of 39 B. SAMPLES OF MATERIALS:

In cases where compliance with contract requirements for materials to be incorporated in the work requires laboratory examination or special testing, the Contractor must provide samples or specimens as requested by the Construction Manager. Such samples or specimens must be provided in ample time to permit making proper test analysis and examinations before incorporating the material into the work. Tests of material will be conducted in accordance with the technical specifications. In the absence of a specific test requirement, the Construction Manager will determine the appropriate standard test to be used.

C. CERTIFICATION:

In cases where compliance of materials or equipment to contract requirements is not readily determinable through inspection and tests, the Construction Manager will request that the Contractor provide properly authenticated documents, certificates or other satisfactory proof of compliance.

These documents, certifications, and proofs must include performance characteristics, materials of construction and the physical or chemical characteristics of materials.

D. INSPECTION AT POINT OF MANUFACTURING:

If Owner’s inspection and testing of materials or equipment in the vicinity of the work is not practicable, the specifications may require that the inspection and testing or witnessing of tests take place at the point of manufacture. In this case and in the event the remote inspection and testing is not specified and is requested by the Owner, the required travel, subsistence, and labor expenses will be paid by the Owner. If the Contractor requests the Owner to inspect and test material or equipment at the point of manufacture, then the additional cost to the Owner for travel, subsistence, and labor expenses must be paid by the Contractor.

4.07 STORAGE OF MATERIALS AND EQUIPMENT
Materials and equipment must be stored so as to ensure the preservation of their quality and fitness for the work. Stored equipment and materials must be located so as to facilitate inspection.

The Contractor is responsible for damages that occur in connection with the care and protection of materials and equipment until final acceptance of the work.

4.08 MANUFACTURER'S DIRECTIONS
Manufactured articles and materials and equipment must be applied, installed, connected, erected, adjusted, tested, operated and maintained as recommended by the manufacturer, unless otherwise specified. Manufacturer's installation instructions and procedures must be provided or obtained prior to installation of the manufactured articles, material, and equipment.

4.09 DEFECTIVE WORK
A. CORRECTION OF DEFECTIVE WORK:

When, and as often as the Construction Manager determines through his or her inspection procedures to be the case, material, equipment or workmanship incorporated in the project do not meet the requirements of the contract, the Construction Manager will give written notice of the noncompliance to the Contractor. Within five days from the receipt of the notice, the Contractor must undertake the work necessary to correct the deficiencies, and to comply with the contract. If the HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 23 of 39 Contractor disagrees with the Construction Manager's determination and believes that the corrective work should be covered by a change order, he or she must immediately notify the Owner's Representative, in writing, setting forth his position. Within five days after receipt of the Contractor's notification, the Owner's Representative will review the matter and notify the Contractor, in writing, of his determination. If the Owner's Representative determines that the corrective work is required to comply with the contract, the Contractor must proceed with that work. As a condition precedent to the Contractor's request for either additional compensation or time extension, or both, resulting from the performance of the corrective work, the Contractor must, within 15 calendar days after receipt of the Owner's Representative's determination, notify the Owner's Representative in writing of his intent to claim additional compensation, time or both. The Contractor must document the cost information associated with the corrective work with daily records in accordance with paragraph 00 72 00-7.02 F and provide that information to the Construction Manager monthly. Receipt of the cost data by the Construction Manager will not be construed to be an acceptance of the corrective work, or an authorization for a change order to cover the corrective work.

B. RETENTION OF DEFECTIVE WORK:

Prior to acceptance of the project, the Owner may, at his option, retain work which is not in compliance with the contract if the Owner determines that such defective work is not of sufficient magnitude or importance to make the work dangerous or undesirable. The Owner also may retain defective work, if, in the opinion of the Construction Manager, and with concurrence of the Owner's Representative, removal of that work is impractical or will create conditions that are dangerous or undesirable. Just and reasonable value for such defective work will be judged by the Owner and appropriate deductions will be made in the payments due, or to become due to the Contractor. Final acceptance does not act as a waiver of the Owner's right to recover from the Contractor an amount representing the deduction for retention of defective work.

4.10 GUARANTEE
The guarantee period is 365 days from the Notice of Completion. During the guarantee period, the Contractor must, upon the receipt of notice in writing from the Owner, promptly make all repairs arising out of defective materials, workmanship or equipment. The Owner is hereby authorized to make such repairs, if ten days after giving of such notice to the Contractor, the Contractor has failed to make or undertake the repairs with due diligence. In case of an emergency where, in the opinion of the Owner, delay could cause serious loss or damage, repairs may be made without notice to the Contractor and the expenses in connection with those repairs are chargeable to the Contractor.

For the purpose of this paragraph, "acceptance of the work" means the acceptance of the project by the Owner, in accordance with paragraph 00 72 00-7.07. "Acceptance of the work" does not extinguish any covenant or agreement on the part of the Contractor to be performed or fulfilled under this contract that has not, in fact, been performed or fulfilled at the time of such acceptance.

All covenants and agreements continue to be binding on the Contractor until they have been fulfilled.

The Owner and the Contractor agree that guarantee on the equipment possessed and used by the Owner in accordance with paragraph 00 72 00-7.06 will commence on the date that the Owner takes possession of the equipment and so notifies the Contractor in writing. Owner and Contractor further agree that such taking possession and use may not be deemed as substantial completion or acceptance of any part of the work. Takeover of equipment will be at the Owner's option and will not be made until the equipment can be put into routine service on a permanent basis.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 24 of 39

4.11 DOMESTIC PREFERENCE
In accordance with 2 CFR 200.322, as appropriate and to the extent consistent with law, the Grantee should, to the greatest extent practicable under this contract, provide a preference for the purchase, acquisition or use of goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The requirements of this paragraph must be included in all subawards and in all contracts and purchase orders for work or products under this contract.

4.12 PROCUREMENT OF RECOVERED MATERIALS UNDER RCRA
Contractor must comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (RCRA) (42 U.S.C. 6962). The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR Part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of an item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines.

PART 5--LIABILITY AND INSURANCE

5.01 LIABILITY OF CONTRACTOR
The Contractor is liable for any and all losses or damages from whatever cause that, prior to final acceptance, may occur on or to any part of the work. The Contractor is not liable for losses or damages caused solely by the act of the Owner.

The Contractor is liable for damages and injury to persons owning property, on or in the vicinity of the work, or which occur to a person, persons or any property whatsoever, arising out of the Contractor's performance of this contract. The Contractor's liability is not dependent upon whether or not such damage or injury be caused by the negligence of the Contractor, and whether or not such damage or injury is caused by the inherent nature of the work as specified.

The Contractor must indemnify and hold the Owner, the Construction Manager, the design engineer, and their officers, principals, agents, subcontractors, and employees, harmless from any and all loss, defense cost, expense, claims, demand or liability whatsoever, arising from allegations of injuries to persons or damage to property related to the performance of this contract, regardless of concurrent negligence on the part of such indemnitees. This indemnification obligation is not limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers compensation acts, disability benefit acts, or another employee benefit act.

In case any suit or legal proceeding is brought against the Owner, the Construction Manager, the design engineer, or their officers, principals, agents, subcontractors, or employees, on account of loss or damage sustained by a person, or persons, or property, as a result of the performance of the work covered by this contract, the Contractor agrees to assume the cost of defense of that action, and to pay the expenses connected therewith, and the judgments that may be obtained against the Owner, the Construction Manager, the design engineer, or their officers, principals, agents, subcontractors, or employees, in such suits. In the event that a lien is placed against the property of HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 25 of 39 the Owner, the Construction Manager, the design engineer, or their officers, principals, agents, subcontractors, or employees, as a result of such suits, the Contractor agrees immediately to cause the same to be dissolved and discharged by giving bond or otherwise. This agreement to defend and to pay the related expenses exists whether or not the alleged injuries or damage are due to the negligence of the Contractor, and whether or not the alleged injuries or damage are caused by the inherent nature of the work, as specified.

The mention of specific duties or liabilities imposed on the Contractor are not a limitation or restriction of general duties or liabilities imposed upon the Contractor by the contract. Reference to specific duties or liabilities is made herein, merely for the purpose of explanation.

5.02 BONDS
The Contractor must provide two bonds, each in the amount of 100 percent of the contract price. One bond will serve as security for the faithful performance of the work and the other as security for the faithful payment and satisfaction of the persons furnishing materials and performing labor on the work. The bonds must be issued by a corporation duly and legally licensed to transact surety business in the State of California. The two bonds must remain in force throughout the period required to complete the work, and thereafter for a period of 365 calendar days after final acceptance of the work. The bonds must be executed by a duly licensed surety company that is listed in the latest Circular 570 of the United States Treasury Department as being acceptable as surety on federal bonds. No surety's liability on the bonds may exceed the underwriting limitations for the respective surety specified in Circular 570. The scope of the bonds or the forms thereof prescribed in these contract documents in Sections 00 61 05 and 00 61 10 in no way affect or alter the liabilities of the Contractor to the Owner.

5.03 INSURANCE
A. GENERAL:

1. EVIDENCE OF INSURANCE: Prior to execution of the contract, the Contractor must file, with the Owner, evidences of insurance from the insurer, certifying to the coverage of the insurance required herein. The evidences of insurance must be certified by a properly authorized officer, agent, general agent or qualified representative of the insurer, and must certify the names of the insured, the type and amount of insurance, the location and operations to which the insurance applies, and the expiration date. The evidences must include the agreement of the insurer to give, by registered mail, notice to the Owner at least 30 calendar days prior to the effective date of cancellation, lapse, or material change in the policy.

This Certificate of Insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement, term, or condition of the contract with respect to which this certificate is issued, the insurance afforded by the policies described herein is subject to the terms, exclusions, and conditions of such policies.

2. CANCELLATION OF INSURANCE: The Contractor must deliver to the Owner policies of insurance and the receipts for payment of premiums thereon. Should the Contractor neglect to obtain and maintain in force such insurance, and deliver such policy or policies and receipts to the Owner, then Owner may obtain and maintain such insurance. The Contractor hereby appoints the Owner his true and lawful attorney, to do the things necessary for this purpose.

Money expended by the Owner under the provisions of this paragraph for insurance premiums will HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 26 of 39 be charged to the Contractor. Failure of the Owner to obtain such insurance in no way relieves the Contractor of his responsibilities under this contract.

3. ACCEPTABILITY OF INSURERS: Insurance is to be placed with insurers authorized to conduct business in the State of California with a current A.M. Best rating of no less than A: VII, unless otherwise approved by the Owner.

B. PUBLIC LIABILITY:

The Contractor must provide public liability insurance covering bodily injury, in an amount of not less than a combined single limit of four million dollars ($4,000,000) for one or more persons injured in each occurrence. This insurance must cover bodily injuries or death suffered, or alleged to have been suffered by any person or persons by reason of or in the course of operations under this contract, whether occurring by reason of acts or omissions of the Contractor, or any subcontractor, or both. The required insurance must be maintained until final acceptance of the work and must include completed-operations and products-liability insurance, with aggregate limit in the amount specified above, and must continue for a period of 365 calendar days after final acceptance of the work.

The Contractor must provide property damage insurance in an amount of not less than a combined single limit of one million dollars ($1,000,000) for property damaged in each occurrence.

The insurance must cover damages to property suffered or alleged to have been suffered, by person, or persons, by reason of, or in the course of, the operations under the contract, whether occurring by reason of acts or omissions of the Contractor or any subcontractor or both. The required insurance must be maintained until final acceptance of the work, and must include completed operations and products liability insurance, and must continue for a period of 365 calendar days after the final acceptance of the work.

The required liability insurance must indemnify the Contractor and his subcontractors against loss from liability, imposed by law upon or assumed under contract by the Contractor or his subcontractors, for damages on account of bodily injury and property damage. The insurance must also indemnify the Contractor and his subcontractors against losses related to completed operations and products. The insurance must be contained in a comprehensive, broad-form, occurrence, bodily injury and property damage liability policy written by licensed underwriters. The policies must cover operations, owned- and nonowned-vehicles and equipment, contractors’ protective coverage blanket, contractual liability, and completed operations liability. The liability insurance must not exclude explosion, collapse, underground excavation, or removal of lateral support and must include cross liability. The Owner, the Construction Manager, the design engineer, and their officers, principals, agents, subcontractors, and employees must be named as insured on the liability policies.

C. WORKERS COMPENSATION INSURANCE:

The Contractor and each subcontractor must cover or insure under applicable laws relating to workers compensation or employers liability insurance, their employees, working on or about the construction site, regardless of whether such coverage or insurance is mandatory or merely elective under the law. The Contractor must defend, protect, save harmless the Owner from and against claims, suits and actions arising from failure of the Contractor or the subcontractors to maintain such insurance.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 27 of 39 D. BUILDERS RISK:

Contractor must secure an all-risk type of builders risk insurance covering work performed under the contract and the materials, equipment or other items to be incorporated therein, while the same are located at the construction site, stored off site, or at the place of manufacture. The policy must cover not less than losses due to fire, flood, explosion, hail, lightning, vandalism, malicious mischief, wind, collapse, riot, aircraft, and smoke until the date of final acceptance of the work. The policy may exclude loss or damage caused by or resulting from errors in design or from the use of substandard materials or supplies used knowingly by or at the direction of the insured, but must not exclude results, physical loss, or damage to other property covered hereunder. Neither exclusion will apply in the event of fire, explosion, or acts of God. The maximum deductible allowable under this policy is $50,000. The policies providing this insurance must name the Owner, the Construction Manager, the design engineer, and their subconsultants as additional insureds as their respective interests appear. The making of progress payments to the Contractor does not create an insurable interest by or for the Owner or relieve the Contractor or his subcontractors of responsibility for loss or direct physical loss, damage or destruction occurring prior to final acceptance.

Consistent with California Public Contracts Code, Section 7105, builders risk insurance is not required for coverage of losses in excess of five percent of the contract price for damages resulting from earthquakes in excess of magnitude of 3.5 on the Richter scale or from tidal waves. Coverage in the amount of five percent of the contract price for such losses must be provided by the Contractor.

PART 6--PROGRESS AND COMPLETION

6.01 NOTICE TO PROCEED
After execution of the contract by the Owner, written notice to proceed will be given by the Owner to Contractor. Notwithstanding other provisions of the contract, the Contractor is not obligated to perform work and the Owner is not obligated to accept or pay for work performed by the Contractor prior to date of the notice to proceed. The Owner's knowledge of work being performed prior to date of the notice to proceed does not obligate the Owner to accept or pay for such work.

6.02 CONTRACT TIME
A. GENERAL:

Time is of the essence of the contract. The Contractor must promptly start the work after the date of the notice to proceed and must prosecute the work so that the project is complete within the time specified in Section 01 11 05. During periods when weather or other conditions are unfavorable for construction, the Contractor will pursue only such portions of the work as will not be damaged thereby. No portions of the work where acceptable quality or efficiency will be affected by unfavorable conditions may be constructed while those conditions exist. It is expressly understood and agreed by and between the Contractor and the Owner that the contract time for completion of the work is reasonable, taking into consideration the average climatic and economic conditions and other factors prevailing in the locality of the work.

B. CONSTRUCTION SCHEDULE:

The Contractor shall provide a construction schedule and reports for scheduling and coordinating the work within the contract time. Contract time extensions must be incorporated into updated HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 28 of 39 schedules, reflecting their effect at the time of occurrence. Failure of the Contractor to comply with these requirements for submittal of the construction schedule and reports will be cause for delay in review of progress payments by the Construction Manager.

C. CONSTRUCTION PROGRESS:

The Contractor must furnish such manpower, materials, facilities, and equipment as may be necessary to insure the prosecution and completion of the work in accordance with the accepted schedule. If work falls behind the accepted construction schedule, the Contractor agrees that he or she will take some or all of the following actions to return the project to the accepted schedule. These actions may include the following:

1. Increase manpower in quantities and crafts;

2. Increase the number of working hours per shift, shifts per working day, working days per week, or the amount of equipment, or any combination of the foregoing; and/or

3. Reschedule activities.

If requested by the Construction Manager, the Contractor shall prepare a proposed schedule revision demonstrating a plan to make up the lag in progress and insure completion of the work within the contract time. The proposed revision must be submitted to the Construction Manager in accordance with Section 01 33 00. Upon receipt of an acceptable proposed schedule, the revision to the construction schedule will be made in accordance with paragraph 01 33 00-4. All actions to return the project to the accepted schedule are at the Contractor's expense.

The Contractor must pay all costs incurred by the Owner that result from the Contractor's action to return the project to its accepted schedule. Contractor agrees that Owner may deduct such charges from payments due the Contractor. It is further understood and agreed that none of the services performed by the Construction Manager in monitoring, reviewing, and reporting project status and progress operate to relieve the Contractor of responsibility for planning and managing construction work in conformance with the construction schedule.

D. DELAYS:

1. NOTICE OF DELAYS: When the Contractor foresees a delay in the prosecution of the work and, in any event, immediately upon the occurrence of a delay that the Contractor regards as unavoidable, he must notify the Construction Manager in writing of the probability of the occurrence of the delay, the extent of the delay, and its probable cause. The Contractor must take immediate steps to prevent, if possible, the occurrence or continuation of the delay. If this cannot be done, the Construction Manager must determine how long the delay is likely to continue and to what extent the prosecution and completion of the work are being delayed. The Contractor must also determine whether the delay is to be considered avoidable or unavoidable and notify the Contractor of his determination. The Contractor agrees that no claim is allowed for delays the causes of which are not called to the attention of the Construction Manager at the time of their occurrence or as soon thereafter as Contractor becomes aware of them.

2. AVOIDABLE DELAYS: Avoidable delays in the prosecution of the work include delays that could have been avoided by the exercise of care, prudence, foresight, and diligence on the part of the Contractor or his subcontractors. Avoidable delays include:

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 29 of 39 a. Delays which may in themselves be unavoidable but which affect only a portion of the work and do not necessarily prevent or delay the prosecution of other parts of the work nor the completion of the whole work within the contract time.
b. Time associated with the reasonable interference of other contractors employed by the Owner which do not necessarily prevent the completion of the whole work within the contract time.

3. UNAVOIDABLE DELAYS: Unavoidable delays in the prosecution or completion of the work include delays that result from causes beyond the control of the Contractor and could not have been avoided by the exercise of care, prudence, foresight, and diligence on the part of the Contractor or his subcontractors. Delays in completion of the work of other contractors employed by the Owner will be considered unavoidable delays insofar as they interfere with the Contractor's completion of the work. Delays due to normal weather conditions are not regarded as unavoidable because the Contractor agrees to plan his work with prudent allowances for interference by normal weather conditions. Delays caused by acts of God, fire, unusual storms, floods, tidal waves, earthquakes, strikes, labor disputes, freight embargoes and shortages of materials are considered unavoidable delays if they prevent the Contractor from proceeding with at least seventyfive percent (75%) of the normal labor and equipment force for at least five hours per day toward completion of the current controlling item on the accepted critical path schedule.

If abnormal conditions prevent the work from beginning at the usual starting time, or prevent the Contractor from proceeding with seventy-five percent (75%) of the normal labor and equipment force for a period of at least five hours per day, and the crew is dismissed as a direct consequence, Contractor will not be charged for a working day whether or not conditions change so that the major portion of the day could be considered to be suitable for work on the controlling item.

E. EXTENSION OF TIME:

1. AVOIDABLE DELAYS: If the work is not completed in the accepted construction schedule, including any extension of time that may have been granted for unavoidable delays, the Contractor will be assessed damages for those costs incurred by the Owner that are attributable to the fact that the work was not completed on schedule.

The Owner may grant an extension of time for avoidable delay if he deems it in his best interest. If the Owner grants an extension of time for avoidable delay, the Contractor agrees to pay actual costs, including charges for engineering, inspection, and administration, as specified in paragraph 00 72 00-7.04, incurred during the extension.

2. UNAVOIDABLE DELAYS: For delays that the Contractor considers to be unavoidable, he must submit to the Construction Manager complete information demonstrating the effect of the delay on the controlling operation in the accepted construction schedule. The submission must be made within 30 calendar days of the occurrence that is claimed to be the cause of the unavoidable delay. The Construction Manager will review the Contractor's submission and determine the number of days of unavoidable delay and the effect of any unavoidable delay on controlling operations of the work. The Owner agrees to grant an extension of time to the extent that unavoidable delays affect controlling operations in the construction schedule. During such extension of time, neither extra compensation, nor engineering inspection and administration, nor damages for delay will be charged to the Contractor. It is understood and agreed by the Contractor and Owner HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 30 of 39 that time extensions due to unavoidable delays will be granted only if such unavoidable delays involve controlling operations which would prevent completion of the whole work within the specified contract time.

3. LIQUIDATED DAMAGES: It is agreed by the parties to the contract that in case all the work called for under the contract in all parts and requirements is not finished or completed within the number of working days as set forth in Section 01 11 05, damage will be sustained by the Owner, and that it is and will be impracticable and extremely difficult to ascertain and determine the actual damage which the Owner will sustain in the event of and by reason of the delay; and it is therefore agreed that the Contractor will pay to the Owner, the sum of One Thousand dollars ($1,000.00) per day for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed; and the Contractor agrees to pay the liquidated damages herein provided for, and further agrees that the Owner may deduct the amount thereof from any moneys due or that may become due the Contractor under the contract.

4. DELAY DAMAGES ON AND AFTER 05-02-2024: It is agreed by the parties to the contract that the Owner will sustain a loss of BOR grant funding for all the work called for under the contract in all parts and requirements is not finished or completed on or before May 2, 2024. Therefore, if the work is not completed on or before May 2, 2024, the Contractor will be responsible for liquidated damages through May 2, 2024, and actual delay damaged for damages incurred after May 2, 2024 including, but not limited to, the loss of BOR grant. Amador Tank Phase II Rehabilitation Contract 2023-1008.1.

6.03 SUSPENSION PROCEDURES
The Owner may, at his convenience and at any time and without cause, suspend, delay, or interrupt all or any part of the work for a period of not more than 90 days by notice in writing to the Contractor. The Owner must specify the date on which the work must be resumed. The work must be resumed by the Contractor within 10 days after receiving written notice from the Owner to do so.

The Contractor will be allowed an increase in the contract price or an extension of contract time, or both, directly attributable to any suspension if he makes a claim therefore as provided in the paragraphs related to change of contract price and change of contract time.

6.04 TERMINATION PROCEDURES
A. TERMINATION BY OWNER FOR DEFAULT:

The Owner may terminate the contract upon 7 days written notice to Contractor and his surety whenever the Contractor is deemed to be in default or if Contractor fails to fulfill, in a timely and proper manner, the contract obligations, or is in violation of any provisions or covenants of the contract.

For purposes of this paragraph, the Contractor is in default if any one or more of the following events occurs:

1. Contractor is bankrupt or insolvent.

2. Contractor makes a general assignment for the benefit of creditors.

3. A trustee or receiver is appointed for Contractor, or for any of Contractor's property.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 31 of 39

4. Contractor files a petition to take advantage of any debtor's act, or to reorganize under any bankruptcy chapter or law.

5. Contractor repeatedly fails to make prompt payments to subcontractors or others for labor, materials, or equipment.

6. Contractor disregards laws, ordinances, rules, regulations, or orders of any public body having jurisdiction.

7. Contractor disregards the authority of Construction Manager.

8. Contractor violates in any substantial way the provisions of the contract documents by failing, neglecting, or refusing to proceed according to and in full compliance with the provisions and covenants of the contract documents.

After termination of the Contract for default, the Owner may exclude the Contractor from the site and take possession of the work and all of the Contractor's tools, appliances, construction equipment, and machinery at the site and use the same to the full extent they could be used by the Contractor. The Owner may incorporate in the work all materials stored at the site or for which the Owner has paid the Contractor that are stored elsewhere. In such case, the Contractor is not entitled to receive any further payment until the work is finished.

If the unpaid balance of the contract price exceeds the direct and indirect cost of the completed work, including compensation for additional professional services, the excess must be paid to the Contractor. If such costs exceed such unpaid balance, the Contractor shall pay the difference to the Owner. The costs incurred by the Owner will be verified by the Construction Manager and incorporated into a change order, but in finishing the work, the Owner will not be required to obtain the lowest figure for work performed.

Where the Contractor's services have been so terminated by the Owner, the termination does not affect any rights of the Owner against the Contractor then existing or that may thereafter accrue.

Any retention or payment of monies due the Contractor by the Owner will not release the Contractor from liability.

If the Owner terminates this agreement for default, and it is thereafter determined that the Contractor had not so failed to perform its obligations or defaulted in any way, the termination will then be deemed to have been effected for the convenience of the Owner. In that event, any adjustment of compensation to Contractor must be in accordance with paragraph 00 72 00-6.04 B.

B. TERMINATION BY OWNER FOR OTHER THAN DEFAULT:

The Owner may, without prejudice to any other remedy it may have under the provisions of the contract, terminate this contract, in whole or in part, at any time by giving written notice to Contractor or its representative by certified mail, return receipt requested. Termination is effective upon receipt of the notice by Contractor. Contractor must immediately discontinue work and take all reasonable steps with its suppliers and subcontractors to minimize cancellation charges and other costs.

In the event of termination for reasons other than default of Contractor, Contractor is entitled to recover all reasonable costs incurred in connection with performance of the work, plus any cost HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 32 of 39 and expense reasonably and necessarily incurred in connection with the termination, plus a percentage of the profit based on the percentage of completion of the work.

C. TERMINATION BY CONTRACTOR:

If the work is stopped by order of a court, a public authority or the Owner for a period of 90 calendar days or more, through no act or fault of the Contractor or anyone employed by him or his subcontractors, then the Contractor may terminate the contract upon 10 calendar days written notice to the Owner. Upon receipt of the written notice, the Owner must implement procedures as set forth in paragraph 00 72 00-6.04 B.

PART 7--MEASUREMENT AND PAYMENT

7.01 PAYMENTS TO CONTRACTOR
A. BREAKDOWN OF CONTRACT PRICES:

Except in cases where unit prices form the basis for payment under the contract, the Contractor must, within 20 days of receipt of the notice to proceed, submit a breakdown of the contract price showing the value assigned to each part of the work including an allowance for profit and overhead. In submitting the breakdown, the Contractor certifies that it is not unbalanced and that the value assigned to each part of the work represents his estimate of the actual cost, including profit and overhead, of performing that part of the work. The breakdown must be sufficiently detailed to permit its use by the Construction Manager as one of the bases for evaluating requests for payment.

B. PROJECT STATUS REVIEW:

Contractor and Construction Manager shall meet each month prior to the Contractor submitting the progress payment request for the previous month. The purpose of the meeting is to review project status in relation to the construction schedule; review value of work completed during the previous month; and, if applicable, review Contractor's plans to return project status to that required by the schedule. Within 5 days following this meeting, the Contractor shall submit a written progress report comprising:

1. A copy of the current construction schedule marked up to indicate percent complete, actual completion or start dates since the previous review, and the estimated remaining duration for each activity in progress.

2. Reasons any activities are behind schedule and a description of the corrective steps being taken.

C. PROGRESS PAYMENTS:

1. PAYMENT REQUEST PROCEDURES: By the 5th day of each month, the Contractor must submit to the Construction Manager a partial-payment estimate, filled out and signed by the Contractor, covering acceptable work performed during the previous month or since the last partial payment estimate was submitted. If requested by the Construction Manager, the Contractor must provide additional data to support the payment estimate. Additional data may include satisfactory evidence of payment for equipment, materials, and labor including payments to HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 33 of 39 subcontractors and suppliers. Requests for payment for delivered equipment and material must be accompanied by certified invoices by the suppliers. Such equipment and material must be suitably and safely stored at the site of the work.

2. REVIEW PROCEDURES: Within 7 days after receipt of the partial payment estimate, the Construction Manager will review the estimate and either (a) indicate in writing to the Owner's Representative his concurrence with the estimate and his recommendation that payment be made or (b) indicate in writing to the Contractor his reasons for not concurring with the estimate.

If the Construction Manager recommends payment and the Owner's Representative concurs, the Owner will, within 30 calendar days after receipt of the Construction Manager's recommendation, pay the Contractor a progress payment on the basis of the approved partial-payment estimate. The payments will take into account the retention provisions provided for herein.

In the event the Construction Manager does not concur with the estimate, the Contractor may make the changes necessary to obtain the Construction Manager's concurrence and resubmit the partial-payment estimate, or submit the original progress-payment estimate directly to the Owner's Representative, indicating in writing his reasons for refusing to make the changes necessary to obtain concurrence.

3. RETENTION: The Owner will retain a percentage of each payment except as specified below in accordance with Public Contract Code Section 7201. The retained amount is available for the protection and payment of the person, or persons, mechanics, subcontractors, or materialmen who perform labor or work under the contract, and persons who supply such person, persons or subcontractors with components and supplies for carrying on such work.

The Owner will retain 5 percent of each progress payment.

Under no circumstances shall any provision of this section be construed to limit the ability of the Owner to withhold 150 percent of the value of any disputed amount of work from the final payment, as provided for in Section 7107 of the Public Contract Code. In the event of a good faith dispute, nothing in this section shall be construed to require the Owner to pay for work that is not approved or accepted in accordance with the proper plans or specifications.

4. WITHHOLDING: The Construction Manager may refuse to recommend the whole or any part of any payment if in the Construction Manager's opinion it would be incorrect to make such recommendation to the Owner. The Construction Manager may also refuse to recommend any payment, or because of subsequently discovered evidence or the result of any tests, may nullify any payment previously recommended to such extent as may be necessary in the Construction Manager's opinion to protect the Owner from loss as a result of:
a. Defective or damaged work.

b. A deductive change order.
c. Persistent failure of the Contractor to perform the work in accordance with the contract documents, including failure to maintain the progress of the work in accordance with the construction schedule. Persistent failure to maintain the progress of the work means that for a period of two consecutive months following a written notice from the Construction Manager, the Contractor fails to correct a behind- HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 34 of 39 schedule condition at a rate that would reasonably indicate that he will finish the project on schedule.
d. Disregard of authority of the Construction Manager or the laws of any public agency having jurisdiction.

The Owner may refuse to make payment of the full amount recommended by the Construction Manager because of claims made against the Owner on account of Contractor's performance or furnishing of the work or because liens have been filed in connection with the work or because there are other items entitling Owner to reduce the amount recommended. In such case, the Owner will give Contractor prompt written notice with a copy to the Construction Manager stating the reasons for each action.

5. STOP PAYMENT NOTICES: The Owner, by and through the Construction Manager or other authorized officers, may at its option and at any time retain out of any amounts due the Contractor, sums sufficient to cover claims filed pursuant to Section 3179, et seq., of the Civil Code of the State of California.

6. PROMPT PAYMENT: Contractor understands and agrees that Owner is relying on progress payments from City of Crescent City and Bureau of Reclamation to provide the funds for payment of Contractor progress payment requests. Owner has been advised that it may take 45-60 days for such progress payments to be received by Owner. Owner understands that the payment requirements of Public Contracts Code Section 20104.50 apply, and that interest will be payable upon request of Contractor on progress payments made after the 37th day after Owner receipt of the proper payment request from Contractor.

D. FINAL PAYMENT:

On the condition that no liens or claims are outstanding, Owner will make final payment to the Contractor in the manner provided by law following the expiration of 35 calendar days after acceptance of the work and filing of the notice of completion by the Owner. Final payment must include the entire sum found to be due under this contract after deducting previous payments and such other lawful amounts as the terms of this contract describe. Prior estimates and payments, including those relating to extra work or work omitted, are subject to correction by the final payment.

Acceptance by the Contractor of final payments acts as a release to the Owner of all claims by and all liability to the Contractor other than claims in stated amounts that may be specifically excepted by the Contractor for things done or furnished in connection with this work and for every act and neglect of the Owner and others relating to or arising out of this work. Payment by the Owner does not release the Contractor or his surety from any obligation under the contract or under the performance bond and payment bonds.

7.02 CHANGE ORDERS
A. GENERAL:

The Owner may, at any time, without notice to the sureties, 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 the following changes:

1. In the specifications (including drawings and designs).

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 35 of 39

2. In the method or manner of performance of the work.

3. In the Owner-furnished facilities, equipment, materials, services, or site.

4. Directing acceleration in the performance of the work.

Any other written order or an oral order (which terms as used in this paragraph shall include direction, instruction, interpretation, or determination) from the Owner, that causes any such change, must be treated as a change order under this clause, if the Contractor gives the Owner written notice stating the date, circumstances, and source of the order and if the Contractor regards the order as a change order.

Except as provided in this clause, no order, statement, or conduct of the Owner is or may be treated as a change order under this clause nor does it entitle the Contractor to an equitable adjustment.

If any change under this clause causes an increase or decrease in the Contractor's cost of, or the time required for, the performance of any part of the work under this contract, whether or not changed by any order, an equitable adjustment must be made and the contract modified in writing accordingly. However, except for claims based on defective specifications, claims will not be allowed for any costs incurred more than 20 days before the Contractor gives written notice as required.

Also, in the case of defective specifications for which the Owner is responsible, the equitable adjustment includes any increased cost reasonably incurred by the Contractor in attempting to comply with such defective specifications.

If the Contractor intends to assert a claim for an equitable adjustment under this clause, he must, within 30 days after receipt of a written change order or the furnishing of a written notice, submit to the Owner a written statement setting forth the general nature and monetary extent of such claim, unless the Owner extends this period. The statement of claim hereunder may be included in the notice.

A claim by the Contractor for an equitable adjustment will not be allowed if it is asserted after final payment under this contract.

B. EXTRA WORK:

Extra work means providing materials and equipment and performing work not directly or by implication called for by the contract. Changes in measured quantity under a unit price contract or item are not extra work. If the Owner requires extra work he may (1) do it himself, (2) employ others to do it, (3) direct the Contractor to perform the extra work at unit bid price or a combination of such items, (4) direct the Contractor to perform the extra work at a mutually agreed upon lump sum, or (5) direct the Contractor to perform the extra work on a time and expense basis.

C. OMITTED WORK:

The Owner may, by written order to the Contractor, omit work, equipment, and material to be provided under the contract, and the value of the omitted work, equipment and material will be deducted from the contract price. The deducted value will be a lump sum or unit bid price agreed upon in writing by the Contractor and Owner based on the breakdown and cost information submitted by the Contractor.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 36 of 39 D. UNIT BID PRICE CHANGE:

Increases or decreases in the quantity of a contract item of work that was bid on a unit basis will be made by comparing the total pay quantity of such item of work with the Construction Manager's estimate. When changes in quantities exceed 25 percent of the original bid quantity and the total dollar change of that bid item is significant, the Owner will review the unit price to determine if a new unit price should be negotiated. Methods for Changed Quantity Payment Adjustments shall be those specified in the Caltrans Standard Specifications, latest edition.

E. LUMP SUM CHANGES:

Whenever the Contractor is directed to perform extra work on a lump-sum basis, changes in contract price resulting from the extra work will be based on a mutually agreed upon lump-sum price.

The Contractor's proposal for such changes must include a detailed breakdown of labor and materials costs for the extra work to be performed by his forces and the forces of his subcontractors or material suppliers as may be required. The breakdown must include any labor surcharge and any sales- or use-tax cost. Whenever the Owner requests that the Contractor prepare a lump-sum price in connection with a change order, the Contractor is entitled to the costs incurred in the preparation of that price whether or not the lump-sum amount is finally accepted by the Owner. Those costs will be incorporated in the lump-sum amount.

Compensation for the extra work will be based on the direct costs as listed in the detailed proposal, plus a mutually agreed upon percent of direct costs for overhead and profit, plus one percent (1%) of those direct costs for bond. The allowance for overhead and profit must include full compensation for overhead, including superintendence, and additional overhead attributable to a time extension granted because of the change order and no separate charge may be made for overhead.

When the change order involves work omitted, the reduction of the contract price will be based on the direct costs listed in the detailed proposal submitted by the Contractor. An additional reduction may be made of an amount that is identified as reduced overhead costs attributable to the work omitted. No reduction will be made for profit originally attributable to the omitted work.

F. TIME AND EXPENSE CHANGES:

1. GENERAL: Whenever the Contractor is directed to perform extra work on a time and expense basis, he or she will maintain accurate records. Each day a record of labor, materials, and equipment costs will be submitted to the Construction Manager for verification. These records will reflect the actual and necessary expenses pertaining to the extra work and will be available for audit. Audits conducted under this provision must be in accordance with generally accepted auditing standards and established procedures and guidelines of the reviewing or audit agency(ies).

Payment to the Contractor for extra work performed on a time-and-expense basis will consist of the actual necessary expense for doing the extra work, plus an allowance of 15 percent of labor, material and equipment rental for overhead, general superintendence and profits, plus one percent (1%) of those direct costs for bond. This basis of payment applies to work done directly by the Contractor and to work done by a subcontractor, except the one percent (1%) allowance for bond does not apply to work performed by a subcontractor. When the work is done by a subcontractor, HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 37 of 39 the Contractor may add five percent (5%) to the subcontractor's charges to cover overhead and profit and one percent (1%) for bond.

In determining time-and-expense compensation, the term "actual necessary expense" means the sum of (1) materials and equipment, (2) labor, (3) supervision, (4) construction equipment, (5) professional services, and (6) other costs. “Charges” for such items means the actual cost whether incurred by the Contractor, a subcontractor or others. The items making up "actual necessary expense" are defined as follows:

2. MATERIALS AND EQUIPMENT: Materials and equipment means costs for materials and equipment provided by the Contractor and necessarily used in the work includes applicable taxes.

3. LABOR: The cost of labor will be the sum of actual wages paid, labor surcharge, and subsistence and travel allowances. Actual wages paid include employer payments to or on behalf of the worker for health and welfare, pension, vacation and similar purposes. The labor surcharge includes applicable labor-related taxes, Workers Compensation Insurance premiums, public liability and property damage insurance premiums, and other legally required costs directly related to labor. Where subsistence and travel allowance are required for performance of extra work, the charges include the actual amount paid to each worker for these items.

4. SUPERVISION: If, in the Owner's judgment, full-time supervision of the extra work is required, it will be authorized in writing by the Construction Manager and charges for that supervision will be included as an actual necessary expense. Charges for supervision of the extra work by the Contractor's representative are not part of actual necessary expense.

5. CONSTRUCTION EQUIPMENT: Charges for the use of construction equipment required in the performance of extra work will be based on rental rates set forth in the State of California then-current official published document covering rental of equipment used on force account work. For equipment not listed in that document, the rental rate will be as listed by the local section of the Associated General Contractors. If the equipment is not listed by the Associated General Contractors, the rental rate will be mutually agreed upon in writing between the Contractor and Owner prior to the use of the unlisted equipment. The reasonable cost of moving equipment onto and off the job site will be included, but equipment rental will not be paid when the equipment is inoperative due to breakdowns. Individual pieces of equipment or small tools having a replacement value of $100 or less are considered expendable and no payment will be made for these.

When equipment is used on the extra work for less than five days, hourly rates will be used.

Less than 30 minutes of operation is considered one-half hour of operations. When equipment is used on the extra work for more than five days, daily rates apply. In that case, less than four hours of operation is considered to be one-half day of operation.

6. PROFESSIONAL SERVICES: Professional services are included in "actual necessary expense" provided both that the Owner has determined that such services are necessary and the Construction Manager has authorized in writing the provision of such services.

7. OTHER COSTS: Charges for items not included in paragraphs 7.02 F.1 through 6 may be included as "actual necessary expense" if such additional items are authorized in advance and in writing by the Construction Manager.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 38 of 39

7.03 CHARGES TO CONTRACTOR
Everything charged to the Contractor under the terms of this contract must be paid by the Contractor to the Owner on demand. Such charges may be deducted by the Owner from money due or to become due to the Contractor under the contract. The Owner may recover such charges from the Contractor or from his surety.

7.04 COMPENSATION TO OWNER FOR TIME EXTENSION
The Owner, in exchange for granting an extension of time for avoidable delay, must be compensated by the Contractor for the actual costs to the Owner of engineering, inspection, general supervision, and overhead expenses that are directly chargeable to the work and accrue during the period of such extension. The actual costs do not include charges for final inspection and preparation of the final estimate by the Owner.

7.05 SUBSTANTIAL COMPLETION
The Contractor, on considering the work to be substantially complete and ready for its intended use, shall so notify the Construction Manager in writing. The notification must include an itemized list of remaining incomplete work. If the Construction Manager determines that the work is not substantially complete, he or she will so notify the Contractor in writing identifying the reasons for such a determination. If the Construction Manager finds the work substantially complete, he or she will meet with the Contractor to (1) prepare a punch list of incomplete items of work; (2) define the division of responsibility between Owner and Contractor with respect to security, operation, maintenance, utilities, insurance, and warranties; and (3) describe any other issues related to acceptance of the substantially completed work. Upon reaching agreement with the Contractor, the Construction Manager will write to the Owner, certifying that the work is substantially complete, listing the items of incomplete work, stating the date for completion of incomplete work, defining the division of responsibilities, and setting forth any other terms related to acceptance.

The Owner, who has sole discretion for determination of substantial completion, will review the Construction Manager's certification that the work is substantially complete and concurring with that certification, will notify the Contractor, in writing, that the work is accepted as substantially complete. Except for any portion(s) of work specified for early completion or required by the Owner for early possession (paragraph 00 72 00-7.06), substantial completion will not occur for any work until the entire project is ready for possession and use. The acceptance notice will include a punch list of incomplete work items, set the date for their completion, describe the division of responsibility between the Owner and Contractor, and describe any other terms of acceptance. The Contractor will acknowledge receipt of the acceptance notice in writing, indicating acceptance of all of its terms and provisions.

Upon receipt of the Contractor's acknowledgment letter, the Owner may take possession of the work or portion of the work and put it into its intended service. The date that the work or portion of the work is put into service will become the date of substantial completion. Unless otherwise specified, warranties will begin on the date of substantial completion.

Subsequent to the substantial completion date, the Owner may exclude the Contractor from the work during such periods when construction activities might interfere with the operation of the project. The Owner, however, shall allow the Contractor reasonable access for completion or correction of incomplete punch list items.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 00 72 00 – GENERAL CONDITIONS 39 of 39

7.06 POSSESSION OF PORTIONS OF THE PROJECT
Should the Contractor fail to meet any date specified for substantial completion of the work or any portion of the work requiring early possession and use by the Owner, the Owner may, after a 10-day written notice to the Contractor, take over such portion or all of the work that is behind schedule. In such case, the Construction Manager will prepare a punch list of incomplete work. The Owner may allow the Contractor reasonable access to the work at such times that the operation of the project will not be affected or the Owner may complete the work itself after giving the Contractor notice of his intention to do so. The cost of Owner's work will be charged to and deducted from amounts due to the Contractor. The substantial completion date will be established as the date when the Owner actually begins using the project or a portion of the project for its intended purpose.

Division of responsibilities between Owner and Contractor, beginning of warranties, and any other issues relating to substantial completion will be as specified in paragraph 00 72 00-7.05.

7.07 ACCEPTANCE OF THE PROJECT
Upon completion of the work, including portions of the work previously accepted as substantially complete, the Contractor must notify the Construction Manager, in writing, that the work is complete. Upon receipt of the notification, the Construction Manager will determine if the work conforms to the terms of the contract. If the Construction Manager finds materials, equipment, or workmanship that do not meet the terms of the contract, he or she will prepare a punch list of nonconforming items and submit it to the Contractor. Following completion of the corrective work by the Contractor, the Construction Manager must notify the Owner that the work has been completed in accordance with the contract. Final determination of the acceptability will be made by the Owner.

Upon acceptance of the project, the Owner will immediately file a notice of completion. For portions of the project not previously accepted as substantially complete, the conditions of guarantee commence on the date that the Owner files a notice of completion.

The final application for payment must be accompanied by all required documentation called for in the contract, including complete and legally effective releases or waivers of liens in a form acceptable to Owner. Subject to prior approval of Owner, Contractor may submit in lieu of the lien releases and waivers: (1) receipts of releases in full; (2) an affidavit that the releases and receipts cover all labor, services, materials, and equipment for which a lien could be filed and that all payrolls, materials, and equipment bills and other indebtedness connected with the work for which Owner or Owner's property might in any way be responsible have been paid or otherwise satisfied; and (3) consent of the surety, if any, to final payment. If any subcontractor or supplier fails to furnish a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any lien.

If, after reviewing the Contractor's final application for payment, including all documentation required, the Construction Manager determines that the work is complete, he or she will recommend that final payment, including all retainages, be made by the Owner. The final payment will be due and payable by the Owner within 30 days after any legal notice periods have expired.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 00 00 – GENERAL REQUIREMENTS 1 of 6 PART B – TECHNICAL SPECIFICATIONS GROUP
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 01 00 00

GENERAL REQUIREMENTS
PART 1 – GENERAL
Some of the following general and specific requirements are duplicated in other sections.

Some requirements stated elsewhere may not be in this section. The Contractor must comply with all requirements set forth in this section, other sections and as set forth in any referenced documents.

A. GENERAL CONTRACTOR RESPONSIBILITIES
The Contractor must satisfy himself or herself as to the nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, disposal areas, storage areas for materials, labor, water, electric power, and uncertainties of weather, or similar physical conditions at the site, the conformation and conditions of the ground, the character of equipment or facilities needed preliminary to and during the prosecution of the work and all other matters which can in any way affect the work or the cost thereof under this contract.

Any failure by the Contractor to acquaint himself or herself with all the available information will not relieve him or her from responsibility for properly estimating the difficulty or cost of successfully performing the work.

The Contractor will be solely and completely responsible for conditions of the job site, including the safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours.

The Contractor must maintain strict compliance with all job site rules, local, state and federal regulations, and safety precautions.

Safety provisions must conform to U. S. Department of Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable federal, state, county and local laws, ordinances, codes, the requirements set forth below, and any regulations that may be detailed in other parts of these Specifications.

Contractor must comply with all trench and excavation shoring and construction techniques required for general safety, worker protection and protection of adjacent property. The Contractor will be required to take extra precautions to protect buildings in close proximity to his work. See Section 01 71 33, “Protection of Property”.

Contractor must comply with standards established by the Construction Safety Orders.

Contractor must keep the working area clean, safe, appropriately barricaded and lighted.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 00 00 – GENERAL REQUIREMENTS 2 of 6 Contractor shall provide to the City the name of the Competent Person on excavation sites and ensure all excavations are inspected and safety procedures implemented by the Competent Person.

Contractor must provide the City with documented training records for all employees, i.e., Trenching and Shoring, Confined Spaces in Construction, etc.

Contractor must provide all protective equipment (shoring, ladders, PPE, gas monitor, etc.) to be utilized by workers and ensure their proper use.

Contractor must provide site-specific safety reviews a minimum of once a week. Reviews are to be documented including the topics discussed, names of employees present, and be signed by Supervisor or Competent Person. Documentation is to be provided to Project Manager weekly.

Contractor agrees to immediately notify Project Manager of any injuries or near-miss events (“incidents”) on the job site. The City reserves the right to perform its own investigation of any incidents and contractor must provide access to all personnel, equipment, maintenance records, and training documents pertinent to the investigation.

The Project Manager and Field Safety Officer have the authority to stop work if, in their opinion, the Contractor has created an unsafe working condition. Such work stoppage will be at the expense of the Contractor and will not add time to the Contract Time.

Contractor must maintain all documents required by Cal/OSHA on the job site and make them available to all employees and city representatives. Examples include: Injury & Illness Prevention Program; Code of Safe Practices; Heat Illness Prevention Program.

Contractor is responsible for screening all subcontractors with respect to safety and compliance with the requirements contained herein.

Contractor must report to the City and Engineer any condition which may pose a threat to the health and welfare of the City, Contractor’s employees, or the general public.

Contractor must install the new sewer lines and manholes in such a manner as to not interrupt the normal flow of wastewater or cause surcharging of upstream sewer lines. Temporary bypass piping or pumps may be installed as required.

Contractor’s operations must not cause a nuisance, a public health hazard or discharge of untreated wastewater to the surface or groundwater.

Contractor will be responsible for repairing any damage to existing streets and private property caused by his operations. The Engineer will determine the extent of the damage.

Contractor is responsible for the repairs. Contractor must get approval from Engineer regarding the method of repair.

Contractor and all Subcontractors must be properly licensed in the State of California for any work they perform.

Contractor must obtain the required permits concerning equipment storage and work areas and for disposal of materials produced during excavation.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 00 00 – GENERAL REQUIREMENTS 3 of 6 Contractor must ensure waste materials are properly handled and disposed in accordance with all applicable City, County, state, and federal regulations and safety precautions.

All waste materials, debris, rubbish and unsuitable materials must be removed and disposed of at sites to be provided by the Contractor. The Contractor must make his own arrangements for the disposal of materials.

B. PROGRESS SCHEDULE
Within ten (10) working days of the award of contract, the Contractor must submit to the Engineer, for review and approval, a progress schedule for the project. A revised progress schedule must be submitted every two weeks and when there is any change in the Contractors work schedule.

C. PUBLIC INFORMATION
The Contractor must keep all users/occupants (residents, business operators, etc.) of properties adjacent to, or impacted by, the project advised of any disruption in access or use of the property. This will be by written notice to the property user/occupant each week of activity expected over the following 2 weeks. The notices will include the weekly traffic diversion and closure information required in Section 01 55 26, “Traffic Control”. Copies of all such notices must be delivered to the City also. Notices shall be reviewed and approved by the City before distribution to the public
D. WATER POLLUTION CONTROL
The Contractor must follow the Storm Water Pollution Prevention Plan (SWPPP) for the entire project conforming to Section 01 57 23, “Water Pollution Prevention”.

E. TRAFFIC CONTROL
Contractor must prepare and submit a Traffic Control Plan conforming to Section 01 55 26, “Temporary Traffic Control”. Contractor to provide schematic traffic control plan.

F. SANITARY SEWER AND OTHER BYPASSES
Contractor must prepare and submit a Sanitary Sewer Bypass Plan, or other bypass plan for other utilities, if planning a bypass. Plan must be approved by Owner prior to implementing.

G. INFORMATION ON SITE CONDITIONS
Contractor’s attention is directed to Section 02 00 00, “Existing Conditions” for specific information regarding the project site and surrounding area.

Information derived from inspection of logs, reports, or from Plans showing locations of utilities and structures will not in any way relieve the Contractor from any risk, or from properly examining the site and making such additional investigations as he may elect, or from properly fulfilling all the terms of the Contract Documents.

H. ADDITIONAL INFORMATION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 00 00 – GENERAL REQUIREMENTS 4 of 6 Prior to bidding, Bidders may make their own subsurface investigations subject to time schedules and arrangements approved in advance by the City. Before starting any subsurface investigation, obtain all necessary permits for such work.

I. DISCREPANCIES
In the event of discrepancy in site conditions, Plans or specifications (Special Provisions), immediately notify the Engineer. Do not proceed with any work of the nature or in the area of the discrepancy until the discrepancy has been fully resolved.

J. PROJECT LAYOUT
Horizontal and vertical control data is provided in the Plans. The Contractor is responsible to layout the entire project including pipe alignment. The maximum deviation for sewer and storm drainpipes is 0.25 feet for horizontal alignment and 0.02 feet for flow grade. The maximum deviation for street centerline is 0.1 foot for horizontal alignment and 0.05 foot for grade. Street curbs and gutters must follow plans within 0.02 feet.

K. WATER
Water for flushing lines, dust control, site cleanup or other construction related purposes is available from the City of Crescent City. Water will be paid for by the Contractor.

L. MATERIALS
Attention is directed to Section 01 33 00, “Submittals”, and also to Section 6, “Control of Materials”, of the Standard Specifications and these Special Provisions.

The Contractor must submit detailed manufacturer’s information, data or certifications for any materials, product or equipment proposed to be furnished and installed for this project, giving manufacturer's name, catalog number, and catalog cut for each item where applicable. The submittal must be accompanied by copies of the manufacturers' current recommended method of installation.

M. SUBSTITUTIONS
The Contract is based on the use of certain materials, equipment, and methods as shown on the Plans and described in these Special Provisions. The Engineer will consider proposals for substitution of materials, equipment, and methods only when such proposals are accompanied by full and complete technical data and all other information required by the Engineer to evaluate the proposed substitution. Do not proceed to substitute materials, equipment, or methods unless such substitution has been specifically approved by the Engineer.

When a specific product, material, equipment or method is identified in the specifications, with or without an “or equal” phrase, do not assume that a substitute product, material, equipment, or method will be approved until the item has been specifically approved in writing by the Engineer.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 00 00 – GENERAL REQUIREMENTS 5 of 6 Contractor must verify, prior to bidding, that all specified items will be available in time for timely progress of the work. Costs of delays because of non-availability of specified items will be borne by the Contractor.

N. TESTING
Attention is directed to the provisions in Section 6-3, “Quality”, of the Standard Specifications.

Test methods designated in these specifications refer to the most current California Department of Transportation method as listed in the “Standard Specifications” unless otherwise noted. The test methods must be from the State of California, Business and Transportation Agency, Department of Transportation (Caltrans), Standard Specifications, latest edition.

In addition to any required tests, the Engineer may select random sample(s) of any material proposed to be used on the project. Such samples may be subjected to the appropriate test(s) to confirm compliance with the specifications.

O. SALVAGE OF EXISTING MATERIALS
Where indicated on the plans, salvage materials and deliver such materials to the City Corporation Yard, 900 Tenth Street, Crescent City. The Owner may direct salvage of other materials at Owners sole discretion. All other materials will become the property of the Contractor.

P. TRAFFIC
The Contractor will have to divert and/or control vehicular traffic through or around the project area as needed. The Contractor shall provide a Traffic Control Plan as needed.

Q. PRIVATE PROPERTY
If excavation or construction materials or equipment are to be stored on private property, written permission must be obtained from the property owner granting permission and absolving Elk Valley Rancheria, California and Crescent City of all responsibility for the consequences of such activity prior to use of the property.

There is an existing building adjacent to the project. Access to the building must be maintained at all times. Precautions must be taken to prevent any damage to the building.

Any damage to private property due to Contractor’s operations will be repaired at the Contractor’s expense. Owner will obtain right(s) of entry onto private property for planned work.

R. ON-SITE STORAGE AND STAGING
These areas within the tank site available to the Contractor for his field office, and to store materials and equipment. These areas are available at no cost, provided (1) the Contractor fence the area with a six-foot minimum height fence defining the boundary of the area being used for the Contractor’s operations, and (2) the Contractor must restore the area to its pre-project condition at no cost to the City.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 00 00 – GENERAL REQUIREMENTS 6 of 6 S. OTHER
If buried archaeological material, items not shown on the plans, is encountered during any phase of construction within the public right-of-way, construction must be immediately halted at that location and the Tribe must be notified. The Contractor must abide by the conditions of the Contract Documents and conform with the General Conditions., including but not limited to compliance with the National Historic Preservation Act of 1966 (16 U.S.C. Section 470).

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 1 of 12
SECTION 01 11 00 – SUMMARY OF WORK
PART 1 - GENERAL

1.1 WORK UNDER THIS CONTRACT
A. The Contractor shall furnish all labor, equipment, and materials as required by these specifications for the following tank. (The dimensions are approximate only and shall be field verified by the Contractor prior to bidding.)

Tank Size Dimensions

1. Amador Tank 1.5 MG 82 ft. Dia. x 40 ft. Ht.

B. Work to be performed includes application of protective coatings to interior surfaces and paints to exterior surfaces, including surface preparation, handling of hazardous and nonhazardous materials/wastes, disinfection of interior surfaces and additions, replacement and modification of miscellaneous structural items to bring the structure into compliance with current safety and health codes, standards and regulations and other work necessary to accomplish the approved end result of totally protected and usable structure, including attachments, accessories and appurtenances. The following items are required, except as otherwise noted, generally as follows:

1. Furnish and install lateral bracing at the midspan of the rafters, in accordance with the plans.

2. Remove and dispose of the existing south manhole and reinforcing plate and install insert plate in existing shell opening.

3. Furnish and install a new 36" diameter south manhole, in accordance with the plans and specifications.

4. Furnish and install a new 36" diameter north manhole, in accordance with the plans and specifications.

5. Furnish and install an interior ladder and platform at both new manholes, in accordance with the plans and specifications.

6. Prior to coating and painting, remove the screening on the vents, and reinstall after all interior coating and exterior painting are complete.

7. New appurtenances and lateral braces shall be abrasively blast cleaned and coated with a three-coat epoxy coating system prior to installation.

8. All interior coating damaged from welding the new appurtenances, lateral braces, and straightening rafters shall be abrasively blast cleaned or other approved method and coated with a three-coat epoxy coating system.

9. Electrically detect epoxy coating system noted in 6. and 7. above and repair as required.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 2 of 12

10. Cure interior epoxy coating as specified herein.

11. Exterior paint damaged from welding the new appurtenances shall be abrasively blast cleaned or other approved method and painted with an epoxy/urethane system. The exterior of new appurtenances shall receive finish coat of urethane.

12. Test, handle, and dispose of hazardous and nonhazardous coating and paint wastes in conformance to all regulations, including providing documentation of environmental compliance with regards to testing and disposal of all waste streams.

13. Wash down interior surfaces and disinfect complete interior.

ALTERNATIVE ITEMS

14. Furnish all labor, materials, and equipment to use dehumidification system for interior work, including curing of coatings, in accordance with the specifications.

15. Fill or weld plates over pitted or excessively corroded areas, as determined necessary by the Engineer.

16. Excessively corroded areas on the rafter flanges and structural members that comprise of sharp edges shall be ground smooth and rounded, as determined necessary by the Engineer.

17. Furnish all labor, materials, and equipment to abrasively blast clean severely corroded areas, as determined necessary by the Engineer.

18. Seal weld patch plates over holes in the exterior roof, as determined necessary by the Engineer.

19. Straighten rafters as designated by the Engineer, in accordance with the procedure outlined in the specification.

20. Remove and replace full-length severely corroded rafters, as determined necessary by the Engineer.

21. Remove and replace 3-foot sections of severely corroded rafters, as determined necessary by the Engineer.

22. Four-foot radius of rafters, roof plates, and center support plate shall be abrasive blast cleaned and coated with an epoxy coating system, as determined necessary by the Engineer.

C. Surfaces not to be painted include fencing, concrete surfaces, glass, plastic, nameplates, communication equipment and other surfaces on which coatings or paints would not adhere or would interfere with operation of specific item.

D. If severely corroded or damaged areas are discovered during the course of abrasive blast cleaning operations, the Contractor shall notify the Engineer or authorized representative.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 3 of 12
Welding and repair of severely corroded areas of tank and other mechanical repairs may be required during project.

1. The Contractor shall allow the Owner access to make tank repairs. The Owner reserves the option to repair the tank structure with:
a. Change order to the contract
b. Owner employees
c. A separate Contractor
d. Any combination of the above

2. A time extension will be issued should structural repairs preclude abrasive blast cleaning and/or coating or paint application. Preparation work shall continue while tank repairs are being made. The time extension will assume the Contractor will be able to re-mobilize and begin coating and painting within two weeks of notification. No additional time will be granted to permit the Contractor to complete other projects prior to this project.

1.2 REFERENCE SPECIFICATIONS AND STANDARDS
A. Without limiting the general aspects or other requirements of this specification, work and equipment shall conform to applicable requirements of municipal, state, and federal codes, laws and ordinances governing the work, manufacturer’s printed instructions, subject to Engineer’s approval.

B. The Engineer’s decision shall be final as to interpretation and/or conflict between any of the referenced codes, laws, ordinances, specifications, and standards contained herein.

1.3 DEFINITIONS
A. The following pairs of words shall be considered identical in meaning and may be used interchangeably: “General Conditions” and “General Provisions”; “Drawings” and “Plans”; “Standard Drawings” and “Standard Plans”.

B. The Owner referred to in these specifications is the City of Crescent City, a California municipal corporation. Engineer shall be person or persons as designated by the Owner.

C. The definition of the word “Engineer” contained herein is: The person authorized by the Owner to oversee the execution of the contract, acting either directly or through his properly authorized agents, each agent acting only within the scope of authority delegated to him.

1.4 HOURS OF WORK
A. The Contractor’s activities shall be confined to an eight-hour shift between the hours of 7:30 a.m. and 5:30 p.m. Monday through Friday, excluding Owner-designated holidays.

Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property.

B. In the event of either a requested or emergency deviation, inspection service fees for Owner personnel and any third-party inspector will be charged against the Contractor.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 4 of 12
The service fees will be calculated at full overtime rates including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Contractor.

Charges will be made for any change to extraordinary work hours, including standby time due to late crew arrival or “no-show” by crew.

C. Inspection hours made necessary as a result of the Contractor’s crew working over forty hours per week must be scheduled and approved by Owner and paid for by Contractor at the prevailing rate for overtime. Inspections requested by or made necessary as a result of actions by the Contractor on Saturdays, Sundays or holidays must be scheduled and approved by Owner and paid for by Contractor at the prevailing rate for overtime or holiday work.

1.5 COMPLETION OF WORK
All work shall be completed within the number of calendar days consistent with the Contract Period noted in the Contract Documents, Section 01 11 05, “Contract Time”. If work is not completed within the number of calendar days specified, Contractor shall bear all additional expenses incurred after contract completion schedule in accordance with Section 00 72 00, “General Conditions”, Item E., 3. and 4.

1.6 EXTRA WORK
A. The Owner may, as the need arises, order changes in work through additions, deletions, or modifications, without invalidating the Contract. Such changes will be affected through written change orders delivered to the Contractor describing the change required in the work, together with any adjustment in contract price or time of completion as hereinafter provided. No such change shall constitute the basis of claims for damages or anticipated profits; however, the Engineer will make reasonable allowance for the value of any work, materials, or equipment furnished and subsequently rendered useless because of such change. Any adjustment in Contract price resulting from a change order will be considered in computing subsequent monthly payments due the Contractor. Any work performed in accordance with a change order shall be subject to all provisions of the original Contract, and the Contractor’s sureties shall be bound thereby to the same degree as under the original Contract. The Contractor will not receive payment for extra work performed unless said extra work is ordered in writing.

B. Any adjustment in contract price shall be based on unit price bid items or additive and deductive bid items submitted by the Contractor in his original bid on the work where such bid items are applicable, or time and material rates established at the Pre-Construction Conference.

1.7 QUALITY ASSURANCE
A. General: Quality assurance procedures and practices shall be utilized to monitor all phases of surface preparation, application and inspection throughout the duration of the project. Procedures or practices not specifically defined herein may be utilized provided they meet recognized and acceptable professional standards and are approved by the Engineer.

B. All materials furnished and all work accomplished under the Contract shall be subject to inspection by the Engineer. The Contractor shall be held strictly to the true intent of the HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 5 of 12
Specifications in regard to quality of materials, workmanship, and diligent execution of the Contract.

C. Work accomplished in the absence of prescribed inspection may be required to be removed and replaced under the proper inspection, and the entire cost of removal and replacement, including the cost of all materials which may be furnished by the Owner and used in the work thus removed, shall be borne by the Contractor, regardless of whether the work removed is found to be defective or not. Work covered up without the authority of the Engineer or Inspector, shall, upon order of the Engineer, be uncovered to the extent required, and the Contractor shall similarly bear the entire cost of accomplishing all the work and furnishing all the materials necessary for the removal of the covering and its subsequent replacement, as directed and approved by the Engineer.

D. Except as otherwise provided herein, the cost of inspection will be paid by the Owner.

E. The Engineer will make, or have made, such tests as he deems necessary to ensure the work is being accomplished in accordance with the requirements of the Contract. Unless otherwise specified in the Special Conditions, the cost of such testing will be borne by the Owner. In the event such tests reveal non-compliance with the requirements of the Contract, the Contractor shall bear the cost of such corrective measures deemed necessary by the Engineer, as well as the cost of subsequent retesting and re-inspection.

It is understood and agreed the making of tests shall not constitute an acceptance of any portion of the work, nor relieve the Contractor from compliance with the terms of the Contract.

F. Warranty Inspection: Warranty inspection shall be conducted between the eleventh and sixteenth months following completion of all work and filing of the Notice of Acceptance.

The draining of the tank will be accomplished when there will be minimum inconvenience to the Owner. All personnel present at the Pre-Construction Conference should be present at this inspection. All defective work shall be repaired in strict accordance with this specification and to the satisfaction of the Engineer.

1. Notification: The Owner shall establish the date for the inspection and shall notify the Contractor at least 30 days in advance. The Owner will drain the tank and Contractor shall provide, at his own expense, suitable lighting, scaffolding and ventilation for the inspection. At the Owner’s option, warranty inspection for interior surfaces may be accomplished by diving operations with tank in service.

2. Interior Inspection: The spot repaired areas of interior coating systems shall be visually inspected as specified in 1.7 QUALITY ASSURANCE. All defective coating as well as damaged or rusting spots of the tank shall be satisfactorily repaired by and at the sole expense of the Contractor. All repaired areas shall then be electrically tested as specified in the above-mentioned section and repair/electrical testing procedure repeated until surface is acceptable to the Engineer.

3. Exterior Inspection: The spot repaired areas of exterior paint system shall be visually inspected as specified in 1.7 QUALITY ASSURANCE. All defective paint as well as damaged or rusting spots of the tank shall be satisfactorily repaired by and at the sole expense of the Contractor. All repaired areas shall then be again inspected as specified in the above-mentioned section and repair procedure HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 6 of 12
repeated until surface is acceptable to the Engineer.

4. Structural Inspection: The entire work shall be visually inspected as specified. All defective work shall be satisfactorily repaired by and at the sole expense of the Contractor.

5. Inspection Report: The Engineer shall prepare an inspection report covering the first anniversary inspection, setting forth the number and type of, defects observed, failures observed, the percentage of the surface area where failure has occurred, and the names of the persons making the inspection.

6. Schedule: Upon completion of inspection and receipt of Inspection Report as noted herein, Owner shall notify Contractor of results of inspection and establish a date for Contractor to proceed with remedial work. Any delay on part of Contractor to meet schedule may cause Owner to proceed to have defects remedied by others as outlined under General Provisions.

7. Remedial Work: The Contractor shall make repairs at all points where defects are observed by removing the defective work and repairing or replacing it to bring the item into total conformance to the original specification. Any location where coating or paint has peeled, bubbled, or cracked and any location where rusting is evident shall be considered to be a failure of the system. The Contractor shall make repairs at all points where failures are observed by removing the deteriorated coating or paint, cleaning the surface, and reapplying the same system per original specification. If the area of failure exceeds 25 percent of a specific coated or painted surface, the entire applied system may be required to be removed and reapplied based on the Owner’s sole judgment in accordance with the original specification.
a. Specific coated surfaces are defined as follows:
1) Underside of roof and structural members
2) Shell & columns
3) Bottom
4) Attachments, accessories and appurtenances
5) Flexible sealants
b. Specific painted surfaces are defined as follows:
1) Roof
2) Shell
3) Attachments, accessories and appurtenances
4) Flexible sealants

8. Upon completion of warranty remedial repairs, Contractor shall wash down and HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 7 of 12
disinfect tank as originally specified. Contractor shall provide new gaskets and bolts for the manholes as needed.

9. Costs: All noted costs for Contractor’s inspection and all costs for repair shall be borne by the Contractor and in figuring his bid, the Contractor shall include an appropriate amount for testing and repair as no additional allowance will be paid by the Owner for said inspection and repair.

1.8 SAFETY AND HEALTH REQUIREMENTS
A. Contractor shall submit a notarized letter signed by a principal officer of the Corporation or Owner certifying the Contractor fully complies with Federal and State Regulations pertaining to the work including, but not limited to, the following. Review of Contractor’s safety plan by Engineer does not imply that Owner accepts responsibility for such plans or safety activities.

1. Illness Injury Prevention Program CSO/GISO 1508/3203

2. Code of Safe Practice CSO 1509(B)

3. Confined Space Plan GISO 5156/5159

4. Heat Illness Prevention GISO 3395

5. Fall Protection Plan CSO 1671.1

6. Respiratory Protection CSO/GISO 1531/5144

7. Hazard Communication GISO 5194

8. Rolling Scaffolds CSO 1646

9. Employee Safety Instruction CSO 1510

10. Emergency Medical Service CSO 1512

11. Dusts, Fumes, Mists, Vapors & Gases CSO 1528
B. General: Contractor assumes the responsibility to accomplish all work in a safe and prudent manner, and to conform to all applicable safety requirements, regulations and guidelines of federal, state and local regulatory agencies, as well as applicable manufacturer’s printed instructions and appropriate technical bulletins and manuals.

Without in any way limiting that responsibility or assuming responsibility for safety, the Owner is particularly concerned that the following are strictly observed:

1. Life Saving Equipment: Contractor shall provide and require use of personal protective life saving equipment for all its personnel working in or about the project site.

2. Access Facilities: All ladders, scaffolding and rigging shall be designed for their intended uses and meet Cal/OSHA regulations. Ladders and scaffolding shall be HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 8 of 12
supplied and erected as requested by Engineer to facilitate inspection and be moved by the Contractor to locations requested by the Engineer.

3. Ventilation: Contractor shall ensure there is proper ventilation, air induction and exhausting of work space. Air circulation and exhausting of solvent vapors shall be continued until coatings and paints have fully cured. If conventional blast cleaning is accomplished, total containment during blast cleaning and coating and paint application operations is mandatory. The exhaust blower or dehumidification equipment capacity shall be sufficient to maintain air changes within containment interior in accordance with Cal/OSHA, coating, and paint manufacturer’s recommendations and local Air Quality Management District regulations, subject to Engineer’s review.
a. Where ventilation is used to control hazardous exposure, all equipment shall be explosion proof, of industrial design and shall be approved by the Engineer. Household-type venting equipment will not be acceptable.

Ventilation shall reduce the concentration of air contaminant to the degree a hazard does not exist by inducting air, vapors, etc. from the confined space.
b. Ventilation system shall be furnished and installed by the Contractor in accordance with these specifications. The Contractor shall make modifications to the ventilation system as required by Cal/OSHA to ensure a safe working environment and complete removal of all contaminated vapors.

4. Head and Face Protection and Respiratory Devices: Equipment shall include protective helmets that shall be worn by all persons while in the vicinity of the work.

During abrasive blasting operations, nozzlemen shall wear U.S. Bureau of Mines approved positive pressure air-supplied helmets and all other persons who are exposed to blasting dust shall wear respiratory protection. If coatings are hazardous, additional protection will be worn as determined necessary by the exposure assessment of the Certified Industrial Hygienist. a. When and where required, positive pressure air-fed hoods and/or masks shall be supplied by an air source currently certified to produce “Class D Breathing Air”. Contractor shall at all times during the work maintain onsite current documentation to substantiate the quality of the breathing air.

5. Grounding: Welding leads, all hoses and related equipment shall be grounded to prevent accumulation of charges of static electricity.

6. Illumination: Sparkproof artificial lighting shall be provided for all work in confined spaces. Light bulbs shall be guarded to prevent breakage. Lighting fixtures and flexible cords shall comply with the requirements of NFPA 70 “National Electric Code” for the atmosphere in which they will be used. Whenever required by the Engineer, the Contractor shall provide additional illumination and necessary supports to cover all areas to be inspected. The level of illumination for inspection purposes shall be determined by the Engineer.

7. Toxicity and Explosiveness: The maximum allowable concentration of vapor shall HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 9 of 12
be kept below the maximum safe concentration for eight-hour exposure, plus lower explosive limit (LEL) must be strictly maintained. All regulations related to safety of personnel and handling of such materials shall be strictly followed. Cost of handling and disposing of such materials will be borne by the Contractor. a. Contractor’s responsibility for meeting all regulations relating to toxic and hazardous materials includes, but is not limited to, obtaining all permits and EPA numbers, processing paperwork, blood testing of personnel at start and finish of project, sampling and testing of wastes, paying fees, handling and packaging of wastes at site, and delivering materials to the selected Class I dumpsite using licensed hazardous materials transporters. All regulations relating to working with heavy metals or confined spaces shall be strictly enforced. Documentation of all hazardous or toxic waste disposal will be required and a copy supplied to the Owner.

8. Protective Clothing: During cutting, burning, welding operations and when handling and mixing coatings and paints, workmen shall wear gloves, eye shields and other protective clothing.

9. Fire: Contractor shall provide appropriate fire abatement devices on site and be readily available at the job site during all operations. Prohibit any flames, welding and smoking during mixing and application of materials.

10. Sound Levels: Whenever the occupational noise exposure exceeds the maximum allowable sound levels, the Contractor shall provide and require the use of Cal/OSHA approved ear protective devices.
a. Noise suppression shall be practiced at all times to minimize disturbance to persons living or working nearby, and to the general public. Measures to be used in effecting noise suppression shall include (but not limited to) equipping all internal combustion engines with critical residential silencers (mufflers), shielding noise-producing equipment from nearest areas of human occupancy by location in such positions as to direct the greatest noise emissions away from such areas, and conducting operations in the most effective manner to minimize noise generation consistent with the prosecution of the Contract in a timely and economic manner. Whenever levels are above local ordinances, they shall be adjusted as directed by the Engineer.

11. Gas and Air Monitoring: Contractor shall furnish monitoring equipment to determine the presence of oxygen deficiency or dangerous air contamination.

Continual monitoring will be required. Concentration levels will be as prescribed by Cal/OSHA.

C. Power: The Contractor shall provide, at his own expense, all necessary power required for the sand blasting and painting operations, including lighting, welding, temperature conditioning, dehumidification, and ventilation, under the contract.

D. Contractor shall provide Health Department approved sanitary facilities for all Contractor personnel, as no existing facilities will be available to the Contractor. Facilities shall be maintained during the project to complete standards established by Owner and shall be HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 10 of 12
removed prior to Contractor’s departure from the site at completion of the project.

1.9 DEHUMIDIFICATION
A. Scope: If dehumidification is required by the Owner’s alternate Bid Item or the Contractor elects to use dehumidification at their own expense, the interior of the tank shall be dehumidified continuously, 24 hours per day, 7 days per week, during the cleaning and coating operations including shifts during which no work is being accomplished and also during the final curing period, unless fewer hours or days are approved in writing by the Engineer.

1. The purpose of dehumidifying the interior of the tank during the cleaning and coating operations and during the final cure period is to nullify the adverse effects of cold and/or wet atmospheric conditions. Additionally, the dehumidification equipment will provide the necessary ventilation for the removal of solvent vapors during the coating and final cure phases.

2. Dust collectors and/or separators using approved filters are required. The contractor shall, at all times, maintain the concentration of solvent vapors in all parts of the structure 10% below the lower explosive limit (LEL).

3. Dehumidification may or may not be required and will be per the Owner’s direction.

If required, it will be per the rate listed in the bid. All bids will be tabulated with dehumidification included.

4. Cost for mobilization/demobilization for dehumidification equipment must be figured into the unit price of the bid item.

5. Any weeks of dehumidification in addition to the number listed in the bid schedule will be at the unit price noted in the bid schedule.

6. The Contractor shall, at all times, maintain the concentration of solvent vapors in all parts of the structure 10% below the lower explosive limit (LEL).

B. Dehumidification equipment systems must be reviewed by the Engineer.

1. The exhaust blower for removal of dust, etc. from the interior containment shall exhaust into an Engineer-reviewed structure that precludes the exhausting of particulate matter onto the site or into the atmosphere.

C. Final Cure: Final cure of coating is specified in Section 09 97 14 Subsection 3.12 FINAL CURING OF EPOXY COATINGS.

D. General:

1. The structure shall be continuously dehumidified 24 hours per day, during blasting, coating, between coats of coating, and during the final cure period, unless fewer hours or days are approved in writing by the Engineer.

2. The Contractor shall maintain the dehumidification system at all times, including final cure period, and shall remove the ventilation and dehumidification system HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 00 – SUMMARY OF WORK 11 of 12
upon completion of the final cure period.

3. The Contractor shall make modifications to the dehumidification system as directed by the Engineer to ensure a safe working environment, complete removal of all solvent vapors, and maintenance of the proper relative humidity at the concrete and steel surfaces.

4. Ducting shall be airtight and reinforced with spirally-wound wire to prevent collapse. The Contractor shall furnish and install an appropriate airtight connecting device between the duct and designated opening. All bends in ductwork shall have a minimum radius of 2 x ID of the ducting (i.e., 18" ID = 36" minimum radius).

5. The Contractor shall design and submit for review a dehumidification and ventilation plan. If lead coating or paint is being removed, the ventilation plan shall provide for a minimum cross-draft velocity of 100 feet per minute in the vicinity of the work area. The cross-draft velocities may be obtained with use of a portable blower or fans. If lead coating or paint is being removed, air filtration is required with HEPA PM-10 filters.

6. The Contractor shall furnish, install, and maintain three (3) 3,000 cubic foot per minute circulation fans inside the structure, or as modified by the Engineer.

7. The circulation fans may be moved as necessary but shall be placed in dead air space areas and directed toward the designated opening at all times.

8. The Contractor shall seal all structure openings, to prevent the entry of moist air detrimental to the blasting, coating, or curing process. An approved air lock entry shall be provided for ingress to and egress from the structure.

9. The area adjacent to the surface that is to be blasted and coated shall not be exposed to a relative humidity over thirty-five percent (35%) at any time during blasting, cleaning, and coating operations.

E. Equipment:

1. The dehumidification equipment shall be a solid desiccant (not liquid, granular or loose lithium chloride) design having a single rotary desiccant bed capable of continuous operation, fully automatic, with drip-proof automatic electrical controller.

2. Dehumidification equipment operated on the structure must be capable of making two complete air changes every sixty minutes unless the 100 feet per minute cross-draft velocity requirement requires a larger volume.

3. The processed air from the dehumidification unit must maintain a relative humidity of eleven percent (11%) or less.

4. During the coating and cure phase, dehumidification units must have auxiliary heaters capable of maintaining an air temperature inside the tank of a minimum of 70 degrees F.

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5. Air heaters are not acceptable as substitutes for dehumidification units.

6. Air chillers, heaters, or air conditioners may be used downstream of the dehumidifiers if they are approved for use by the manufacturer of the dehumidification equipment.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION

3.1 COORDINATION AND MEETINGS
A. PRE-BID CONFERENCE

1. A mandatory Pre-Bid Conference for the project will be conducted by the Engineer at Owner offices and site as noted in the Notice of Inviting Bids. The object of the Pre-Bid Conference is to acquaint bidders with existing facility and sites. The conditions and requirements of the plans and specifications shall govern over any information presented at the Pre-Bid Conference, unless amended in writing by the Engineer. All bidders must attend the Pre-Bid Conference to have their bid accepted by the Owner.

B. PRE-CONSTRUCTION CONFERENCE

1. A Pre-Construction Conference shall be scheduled prior to start of project. The Owner, Contractor and Engineer shall be present. The sequence of work will be discussed and will be mutually agreed upon to ensure that the work is accomplished and completed as stated in the Contract, and to allow for inspection and operations flexibility by Owner. A schedule of work to be accomplished and a list of labor, material and equipment rates for additional work will be established and maintained throughout the project. Contractor shall furnish resumes of all personnel assigned to project, and a complete set of approved submittal data for use by inspection personnel. Contractor shall have a designated representative for all projects.

2. The Contractor shall submit electronic copies in pdf format of manufacturer’s literature and Safety Data Sheets (SDS) on all materials to be used in coating and painting operations including, but not limited to, coatings, paints, thinners, solvents and cleaning fluids. No materials will be allowed which have been stored over 60 days, or manufacturer’s recommended shelf life, whichever is less. Contractor shall maintain copies of SDS at job site at all times. Copies of all invoices showing purchased dates and delivery for all material mentioned above will be required.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 11 05 – CONTRACT TIME 1 of 1
SECTION 01 11 05

CONTRACT TIME

1.0 COMPLETION SCHEDULE

1.01 BASE BID
The Contractor will have 60 calendar days from Notice to Proceed (NTP) to complete the entire Project.

1.02 ADDITIVE ALTERNATIVES
If Alternative Item No. 19 Rafter 3-Foot Section Replacement and Item No. 20 Interior Coating are included in the Contract, an additional 30 calendar days will be allowed. The Base Bid work must still be completed within 60 working days.

1.03 All other ADDITIVE ALTERNATIVES
No additional days will be added for any other alternative work.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 20 00 – MEASUREMENT AND PAYMENT 1 of 5 SECTION 01 20 00

MEASUREMENT AND PAYMENT

1.0 GENERAL
A. LUMP SUM PAYMENT ITEMS:

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the Bid Schedule and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

B. UNIT PRICE PAYMENT ITEMS:

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the Bid Schedule and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all labor, materials, and equipment, and performing any Contractor quality control, environmental protection, safety requirements, tests, and reports, and for performing all work required for each of the unit price items.

2.0 BID ITEMS

BASE BID

1. Mobilization (Bid Item No. 1):

Mobilization is as described in Section 9-1.16D, “Mobilization” of the Standard Specifications. Mobilization will be paid on a lump sum basis in accordance with Public Contract Code as follows provided that total mobilization cost does not exceed 10 percent of the total bid: 50 percent when 5 percent of the project is earned. 75 percent when 10 percent is earned. 95 percent when 20 percent is earned. 100 percent when 50 percent is earned. Where mobilization exceeds 10 percent of the contract, see Public Contract Code.

2. Water Pollution Prevention (Bid Item No. 2):

This item includes all additional work necessary for water pollution prevention related to the work covered under this item in accordance with Specification Section 01 57 23. This lump sum item will be paid based on the percent of the project earned, rounded down to the nearest 10 percent, until 90 percent is earned. The final 10 percent will be paid with the final payment.

3. Coating New Appurtenances (Bid Item No. 3):

Work under this item shall include, but not be limited to, furnishing all labor, materials, HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 20 00 – MEASUREMENT AND PAYMENT 2 of 5 and equipment to prepare interior and exterior of new appurtenance surfaces including, but not limited to, the manhole and reinforcing plate, lateral braces, and ladder platform to SSPC-SP10 and coat appurtenances with epoxy coating system, in accordance with the specifications.

Payment shall be at the lump sum bid price.

4. Interior Coating Spot Repairs (Bid Item No. 4):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to prepare interior surfaces damaged from welding including, but not limited to, new appurtenances, lateral braces, straightening and/or installing new rafters, and bare areas from inspection blasting to SSPC-SP10 and coat prepared surfaces with epoxy coating system, in accordance with the specifications.

Payment shall be at the lump sum bid price.

5. Disinfection (Bid Item No. 5):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to wash down and disinfect the interior of the tank, in accordance with the specifications.

Payment shall be at the lump sum bid price.

6. Exterior Paint Spot Repairs (Bid Item No. 6):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to prepare exterior surfaces damaged from welding new appurtenances by abrasively blast cleaning or other approved method and paint the prepared surfaces with an epoxy/urethane paint system, including applying finish coat of paint to the exterior of new appurtenances, in accordance with the specifications.

Payment shall be at the lump sum bid price.

7. Lateral Bracing (Bid Item No. 7):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to install 3 ½" x 3 ½" x ¼" lateral bracing at the midspan of the rafters, in accordance with the plans.

Payment shall be at the lump sum bid price.

8. 36" Dia. South Manhole (Bid Item No. 8):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to remove and dispose of existing 24" diameter manhole, furnish and install insert plate, and furnish and install a new 36" diameter manhole, in accordance with the plans and specifications.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 20 00 – MEASUREMENT AND PAYMENT 3 of 5 Payment shall be at the lump sum bid price.

9. 36" Dia. North Manhole (Bid Item No. 9):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to furnish and install a new 36" diameter manhole, in accordance with the plans and specifications.

Payment shall be at the lump sum bid price.

10. Interior Ladder and Platform (Bid Item No. 10):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to install new fiberglass ladder and platform at the new manholes, in accordance with the plans and specifications.

Payment shall be at the each bid price.

11. Vent Screens (Bid Item No. 11):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to remove existing vent aluminum screening and hardware prior to coating and painting, store on-site, and reinstall after completion of all coating and painting, including new hardware, aluminum straps, and nuts and bolts as needed, in accordance with the specifications.

Payment shall be at the lump sum bid price.

ADDITIVE ALTERNATIVES

12. Dehumidification (Bid Item No. 12):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to provide dehumidification for all interior coating work, including curing of coatings, in accordance with the specifications. Sound barriers shall be provided as required by the Owner.

Payment shall be at the unit bid price per week for the dehumidification system.

13. Pitted Areas (Bid Item No. 13):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to fill pits or weld plates over pitted or excessively corroded areas.

Payment shall be at the crew hour bid price.

14. Grinding (Bid Item No. 14):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to grind smooth sharp edges of the rafters and structural members.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 20 00 – MEASUREMENT AND PAYMENT 4 of 5 Payment shall be at the crew hour bid price.

15. Inspection Blast (Bid Item No. 15):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to abrasively blast clean severely corroded surfaces, as determined necessary by the Engineer, to perform spot inspection to determine if structural repair is required.

Payment shall be at the crew hour bid price.

16. Patch Plates (Bid Item No. 16):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to seal weld ¼" thick patch plates over holes in the exterior roof, as determined necessary by the Engineer.

Payment shall be at the square foot bid price.

17. Straighten Rafters (Bid Item No. 17):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to straighten the existing rafters, in accordance with the specifications, as determined necessary by the Engineer.

Payment shall be at the each bid price.

18. Rafter Full-Length Replacement (Bid Item No. 18):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to replace severely corroded full-length interior rafters with new rafters in like-kind, including gusset plates, nuts and bolts, and abrasive blasting to SSPC-SP10 and coating the rafters with epoxy coating system prior to installation, as determined necessary by the Engineer.

Payment shall be at the each bid price.

19. Rafter 3-Foot Section Replacement (Bid Item No. 19):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to remove existing severely corroded 3-foot section of rafters at the center support plate and replace with new rafters in like-kind, including gusset plates, nuts and bolts, and coating tops of rafters, as determined necessary by the Engineer.

Payment shall be at the each bid price.

20. Interior Coating (Bid Item No. 20):

Work under this item shall include, but not be limited to, furnishing all labor, materials, and equipment to prepare 4-foot radius of rafters, roof plates, and center support plate surfaces to SSPC-SP10 and coat prepared surfaces with an epoxy coating HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 20 00 – MEASUREMENT AND PAYMENT 5 of 5 system, in accordance with the specifications, as determined necessary by the Engineer.

Payment shall be at the lump sum bid price.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 33 00 – SUBMITTALS 1 of 4
SECTION 01 33 00

SUBMITTALS

1.0 GENERAL
Submittals covered by these requirements include manufacturer’s information, shop drawings, test procedures, test results, samples, requests for substitutions, and miscellaneous workrelated submittals. Submittals shall also include, but not be limited to, mechanical, electrical and electronic equipment and systems, materials, reinforcing steel, fabricated items, and piping and conduit details. The Construction Superintendent shall furnish all drawings, specifications, descriptive data, certificates, samples, tests, methods, schedules, and manufacturer's installation and other instructions as specifically required in the contract documents to demonstrate fully that the materials and equipment to be furnished and the methods of work comply with the provisions and intent of the contract documents.

The Contractor and his designees will be set up as users in the City’s Virtual Project Manager (VPM). VPM is a cloud-based system that will be used to process all payments, RFI’s, submittal, reports, and will act as a file for all other project documents. If a Contractor is unable to scan documents or provide digital submittals, the City will digitize, and upload documents required as part of this Contract at Contractor’s expense. These expenses will be billed to the Contractor monthly.

2.0 CONSTRUCTION SUPERINTENDENT'S RESPONSIBILITIES
The Construction Superintendent shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material, equipment, or method of work shall be as described in the submittal. The Construction Superintendent shall verify that all features of all products conform to the specified requirements. Submittal documents shall be clearly edited to indicate only those items, models, or series of equipment, which are being submitted for review. All extraneous materials shall be crossed out or otherwise obliterated. The Construction Superintendent shall ensure that there is no conflict with other submittals and notify the Engineer in each case where his submittal may affect the work of another contractor. The Construction Superintendent shall coordinate submittals among his subcontractors and suppliers including those submittals complying with unit responsibility requirements and applicable technical sections.

The Construction Superintendent should coordinate submittals with the work so that work will not be delayed. He should coordinate and schedule different categories of submittals, so that one will not be delayed for lack of coordination with another.

The Construction Superintendent should not proceed with work related to a submittal until the submittal process is complete. This requires that submittals for review and comment shall be returned to the Construction Superintendent stamped "No Exceptions Taken" or "Make Corrections Noted." The Construction Superintendent shall certify on each submittal document that he has reviewed the submittal, verified field conditions, and complied with the contract documents.

3.0 CATEGORIES OF SUBMITTALS
A. GENERAL:

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Submittals fall into two general categories; submittals for review and comment, and submittals which are primarily for information only. Submittals which are for information only are generally specified as PRODUCT DATA in Part 2 of applicable specification sections.

B. SUBMITTALS FOR REVIEW AND COMMENT:

All submittals except where specified to be submitted as product data for information only shall be submitted by the Construction Superintendent to the Engineer for review and comment.

C. SUBMITTALS (PRODUCT DATA) FOR INFORMATION ONLY:

Where specified, the Construction Superintendent shall furnish submittals (product data) to the Engineer for Information only. If required, submittal requirements for operation and maintenance manuals, which are included in this category, are specified elsewhere.

4.0 TRANSMITTAL PROCEDURE
A. GENERAL:

Contractor must use VPM for submittal. If Contractor is unwilling or unable to use VPM, then follow the following procedure. City will charge Contractor for digitization and uploading of all paper submittals.

Unless otherwise specified, submittals regarding material and equipment shall be accompanied by Transmittal Form 01300-A specified in Section 00 62 00. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate, discrete sections, for which the submittal is required. Submittal documents common to more than one piece of equipment shall be identified with all the appropriate equipment numbers. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole.

A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format:
"XXX"; where "XXX" is the sequential number assigned by the Construction Superintendent.

Resubmittals shall have the following format: "XXX-Y"; where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals, i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively. Submittal 25B, for example, is the second resubmittal of submittal 25.

B. DEVIATION FROM CONTRACT:

Utilize VPM for this process.

If the Construction Superintendent proposes to provide material, equipment, or method of work which deviates from the project manual, he shall indicate so under "deviations" on the transmittal form accompanying the submittal copies.

C. SUBMITTAL COMPLETENESS:

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Submittals which do not have all the information required to be submitted, including deviations, are not acceptable and will be returned without review.

5.0 REVIEW PROCEDURE
A. GENERAL:

Submittals are specified for those features and characteristics of materials, equipment, and methods of operation which can be selected based on the Construction Superintendent's judgment of their conformance to the specified requirements. Other features and characteristics are specified in a manner which enables the Construction Superintendent to determine acceptable options without submittals. The review procedure is based on the Construction Superintendent's guarantee that all features and characteristics not requiring submittals conform as specified. Review shall not extend to means, methods, techniques, sequences or procedures of construction, or to verifying quantities, dimensions, weights or gages, or fabrication processes (except where specifically indicated or required by the project manual) or to safety precautions or programs incident thereto. Review of a separate item, as such, will not indicate approval of the assembly in which the item functions.

When the contract documents require a submittal, the Construction Superintendent shall submit using VPM. Upon Construction Manager’s or Owner’s request, the Contractor shall provide:

1. Four (4) copies of all submitted information plus one reproducible original of all information shall be transmitted with submittals for review and comment.

2. Unless otherwise specified, 2 copies of all submitted information shall be transmitted with submittals (Product Data) for information only.

B. SUBMITTALS FOR REVIEW AND COMMENT:

Comments will normally be returned through VPM. If VPM is not able to be used for whatever reason, then the following procedure will apply.

Unless otherwise specified, within 20 calendar days after receipt of a submittal for review and comment, the Engineer shall review the submittal and return 2 copies of the marked-up reproducible original noted in 1 above. The reproducible original will be retained by the Engineer. The returned submittal shall indicate one of the following actions:

1. If the review indicates that the material, equipment, or work method complies with the project manual, submittal copies will be marked "NO EXCEPTIONS TAKEN." In this event, the Construction Superintendent may begin to implement the work method or incorporate the material or equipment covered by the submittal.

2. If the review indicates limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED." The Construction Superintendent may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections.

Where submittal information will be incorporated in O&M data, a corrected copy shall be provided.

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3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the Construction Superintendent shall not undertake work covered by this submittal until it has been revised, resubmitted, and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED."

4. If the review indicates that the material, equipment, or work method does not comply with the project manual, copies of the submittal will be marked "REJECTED - SEE REMARKS." Submittals with deviations which have not been identified clearly may be rejected. Except at his own risk, the Construction Superintendent shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED."
C. SUBMITTALS (PRODUCT DATA) FOR INFORMATION ONLY:

Such information is not subject to submittal review procedures and shall be provided as part of the work under this contract and its acceptability determined under normal inspection procedures.

6.0 EFFECT OF REVIEW OF CONSTRUCTION SUPERINTENDENT'S SUBMITTALS Review of contract drawings, methods of work, or information regarding materials or equipment the Construction Superintendent proposes to provide, shall not relieve the Construction Superintendent of his responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Engineer, or by any officer or employee thereof, and the Construction Superintendent shall have no claim under the contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the Engineer has no objection to the Construction Superintendent, upon his own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 00 – QUALITY CONTROL 1 of 7
SECTION 01 45 00

QUALITY CONTROL
PART 1--GENERAL

1.01 DESCRIPTION
This section specifies administrative and procedural requirements for quality control services, field inspections, and field testing of civil and structural constructs required for this project.

1.02 DEFINITIONS
Quality Control System (QCS): The quality control, assurance, and inspection system established and carried out to ensure compliance with the Plans and Specifications.

Factory Test: Tests made on various materials, products and component parts prior to shipment to the job site.

Field Tests: Tests and analyses made at or in the vicinity of the job site in connection with the actual construction.

Certified Inspection Report: Reports signed by approved inspectors attesting that the items inspected meet the specification requirements other than any exceptions included in the report
Certificate of Compliance: Certificate from the manufacturer of the material or equipment identifying said manufacturer, product and referenced standard, and shall be signed by a designated officer of the manufacturer.

Standard Compliance: Condition whereby specified materials or equipment must conform to the standards of organizations such as the American National Standard Institute (ANSI), American Society for Testing and Materials (ASTM), Underwriters Laboratories (UL) or similar organization.

Quality Assurance: The day-to-day, in-process supervisory observations of work and materials conducted by the Contractor to assure that the proper methods and materials are being used and installed by tradesmen.

Source Quality Control: The in-process testing and inspections conducted by the Inspector(s) to verify that the materials, equipment, workmanship and shop manufactured constructs are in compliance with the Contract Documents, applicable Codes and standards.

Field Quality Control: The testing and inspections conducted by the Inspector(s) in the field during and at the completion of each construct to verify that the in-process and completed construction is in compliance with the Contract Documents, applicable Codes and standards.

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Inspector/Certifier: Designated and paid for by the Owner.

Building Official/Building Inspector: As defined by the IBC and California Code of Regulations Title 24. The Owner has retained the services of the Project Designers to perform that role on this project.

1.03 REFERENCES
This section contains references to the following documents. They are a part of this section as specified and modified. Where a referenced document contains references to other standards, those documents are included as references under this section as if referenced directly. In the event of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail.

Unless otherwise specified, references to documents shall mean the documents in effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective date of the Agreement if there were no Bids). If referenced documents have been discontinued by the issuing organization, references to those documents shall mean the replacement documents issued or otherwise identified by that organization, or if there are no replacement documents, the last version of the document before it was discontinued. Where document dates are given in the following listing, references to those documents shall mean the specific document version associated with that date, regardless of whether the document has been superseded by a version with a later date, discontinued, or replaced.

Reference Title
ASTM C102 Practice for Laboratories Engaged in the Testing of Building Sealants.

ASTM C802 Practice for Conducting an Inter-Laboratory Test Program to Determine the Precision of Test Methods for Construction.

ASTM D3740 Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction.

ASTM D4561 Practice for Quality Control Systems for an Inspection and testing Agency for Bituminous Paving Materials.

ASTM E329 Practice for Use in the Evaluation of Inspection and Testing Agencies as Used in Construction.

IBC 2016 California Building Code

1.04 CONTRACTOR’S RESPONSIBILITIES
Contractor’s responsibilities shall be as follows:

1. Monitor quality assurance over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

2. Coordinate with, schedule specified inspections by, and provide normal and customary assistance to the Inspectors.

3. Comply fully with manufacturers’ instructions, including each step in sequence.

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4. Comply with specified standards as a minimum quality for the work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

5. Perform work by persons qualified to produce workmanship of specified quality.

6. Notify Inspector with 48-hour notice to observe all construction elements related to the project, regardless of trade, prior to covering. No work elements shall be covered prior to written acceptance by the Inspector. If so, the work shall be exposed and recovered by and at the sole expense of the Contractor.

7. To demonstrate his compliance with the contract requirements, the Contractor must assist the Inspector in his performance of inspection work. The Contractor must grant the Inspector access to the work and to the site of the work, and to the places where work is being prepared, or whence materials, equipment or machinery are being obtained for the work. The Contractor must provide information requested by the Inspector in connection with inspection work.

If the contract documents, laws, ordinances, or any public regulatory authority require parts of the work to be specially inspected, tested or approved, the Contractor will give the Owner adequate prior written notice of the availability of the subject work for examination.

If parts of the work are covered in contravention of the Owner's directive, the cost of exposing the work for inspection and closing must be borne by the Contractor regardless of whether or not the work is found to be in compliance with the contract.

If any work is covered in the absence of the Owner’s directive to the contrary, the Contractor must, if directed to do so by the Owner, uncover, expose or otherwise make available for inspection, portions of covered work. If it is found that such work is defective, the Contractor must bear the expense of uncovering and reconstructing.

1.05 REGULATORY REQUIREMENTS

1. GENERAL:

Comply with all Federal, State, and local Codes as referenced herein. Such regulations apply to activities including, but not limited to, sitework and zoning, building practices and quality, on and offsite disposal, safety, sanitation, nuisance, and environmental quality.

2. SPECIAL INSPECTION:

Special Inspection shall be performed by the Special Inspector under contract with the Owner in conformance with the IBC. Special Inspection is in addition to, but not replacing, other inspections and quality control requirements herein. Where sampling and testing required herein conforms to Special Inspection standards, such sampling and testing need not be duplicated.

3. STRUCTURAL OBSERVATION:

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Engineer shall make visual inspections of the work to assess general conformance with the Contract Documents at significant construction stages and at completion of the structural system.

The following structural milestones shall be considered significant construction stages:
(NONE)
a. FIELD SAMPLE PROCEDURES
When field samples are specified in a unit of work, construct each field sample to include work of all trades required to complete the field sample prior to starting related field work. Field samples may be incorporated into the project after acceptance by Construction Manager.

Remove unacceptable field samples when directed by Construction Manager. Acceptable samples represent a quality level for the work.
b. CONTRACTOR DESIGNED STRUCTURAL SYSTEMS

1. DESIGN ENGINEERING:

Contractor shall employ and pay for engineering services from a Professional Engineer registered in the State of California for structural design of Contractor designed structural systems including but not limited to temporary shoring and bracing, formwork support, and support systems for fire protection, plumbing, mechanical, and electrical systems and equipment.

2. TESTS AND INSPECTIONS OF CONTRACTOR DESIGNED STRUCTURAL SYSTEMS:

Contractor shall pay for preliminary testing of concrete, grout, and mortar mix designs where required by Code or the submittal process prior to start of such work. Contractor shall pay for required shop and site inspection of Contractor designed structural systems where required by Code or these specifications, to the extent such testing and inspection exceeds that required for the structural system on the drawings and in these specifications. c. MANUFACTURERS’ FIELD SERVICES AND REPORTS
When specified in individual specification Sections, product suppliers or manufacturers shall provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to provide instructions when necessary. Contractor shall submit qualifications of observer to Construction Manager 30 days in advance of required observations. Inspector shall record observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers’ written instructions. d. JOB SITE CONDITIONS
Schedule to ensure all preparatory work has been accomplished prior to proceeding with current work. Proceeding with the work constitutes acceptance of conditions. Allow adequate time for materials susceptible to temperature and humidity to “stabilize” prior to installation.

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e. SUBMITTALS
The following information shall be provided in accordance with Section 01 33 00:

A. A copy of this specification section, with addendum updates included, and all referenced and applicable sections, with addendum updates included, with each paragraph check-marked to indicate specification compliance or marked to indicate requested deviations from specification requirements.

Check marks () shall denote full compliance with a paragraph as a whole.

If deviations from the specifications are indicated, and therefore requested by the Contractor, each deviation shall be underlined and denoted by a number in the margin to the right of the identified paragraph, referenced to a detailed written explanation of the reasons for requesting the deviation.

The Construction Manager shall be the final authority for determining acceptability of requested deviations. The remaining portions of the paragraph not underlined will signify compliance on the part of the Contractor with the specifications. Failure to include a copy of the markedup specification sections, along with justification(s) for any requested deviations to the specification requirements, with the submittal shall be sufficient cause for rejection of the entire submittal with no further consideration.

B. Written description of Contractor’s proposed QCS plan in sufficient detail to illustrate understanding and approach. The QCS plan and submittal shall include a log showing anticipated inspections, Special Inspections, and source and field Quality Assurance procedures. Preliminary submittal of the QCS plan may be made prior to commencing field work. The preliminary submittal will illustrate the project’s initial three (3) month’s work and be followed one month later by a final QCS plan submittal.

C. Contractor’s proposed QCS Supervisor, qualifications, and if requested, references.

D. Preliminary structural observation set as described in paragraph 1.05 C.

E. Complete structural system information describing Contractor designed structural systems, including sealed calculations, shop and erection drawings, product literature for the various components, ICBO Evaluation Reports for structural components, and a discussion of risk issues associated with the proposed system which could adversely impact overall project completion.

F. If requested by the Construction Manager during the work, manufacturer’s field services and reports. If not so requested, treat same as Product Data.

PART 2--PRODUCTS

2.01 SOURCE QUALITY CONTROL

2.01.1.1 CONTRACTOR RESPONSIBILITIES:

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Provide source quality control according to the reviewed and accepted QCS plan and paragraph 1.04 herein. Coordinate with Construction Manager to facilitate the work of the Testing Laboratory specified in Section 01 45 29 and Special Inspector. Provide ready access to sampling and inspection locations and incidental labor customary in such sampling and inspections. Timely prepare and submit submittals and revise as indicated by review comments. Comply with technical requirements in each specification Section that applies to the work.

2.01.1.2 CONSTRUCTION MANAGER RESPONSIBILITIES:

Review Contractor’s tracking of QCS activities at monthly meetings. Facilitate completion of submittal review per Section 01 33 00. Assist Contractor to ensure that Special Inspection occurs where and when specified.

2.01.1.3 ACCEPTANCE CRITERIA:

Acceptable characteristics and quality of a particular item or construct is defined in that item’s or construct’s specification Section.

2.02 PRODUCT DATA
The following product data shall be provided in accordance with Section 01 33 00.

1. Manufacturers’ field services and reports unless requested by Construction Manager to be submitted for review.

2. Special Inspection reports, unless otherwise directed in each technical specification Section.

PART 3--EXECUTION

3.01 FIELD QUALITY CONTROL
Field quality control responsibilities of the Contractor and Construction Manager are substantially the same as described in paragraph 2.01, with the exception that this work occurs primarily on the jobsite as the work progresses, and Special Inspection will occur more often than at the source.

Acceptable characteristics and quality of a particular item or construct is defined in that item’s or construct’s specification section.
a. REGULATORY COMPLIANCE – SPECIAL INSPECTIONS
The following types of work require Special Inspection according to Chapter 17 of the IBC and each system’s specification section:

A. Structure fill.

B. Structural concrete and reinforcing.

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C. Anchor bolts and post-installed anchor systems.

D. Structural steel and aluminum including connections.

Section 01 45 29 describes Testing Laboratory sampling, testing and reporting, much of which is conforming to Special Inspection requirements, and need not be replicated.

Contractor designed structural systems are subject to the same Special Inspection requirements as all other work.

3.03 CORRECTION OF DEFECTIVE WORK
Remove and replace defective, rejected, and condemned work at Contractor’s expense until such work meets the requirements of Contract Documents. Costs for Inspection of corrected work shall be paid by the Contractor.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 1 of 11 SECTION 01 45 29

TESTING LABORATORY SERVICES
PART 1--GENERAL

1.01 DESCRIPTION
This Section specifies Quality Control testing and reporting performed by the Testing Laboratory. Construction Manager shall select a qualified Testing Laboratory and contract for the services specified herein, except as specifically noted where Contractor may elect to utilize Testing Laboratory to fulfill submittal requirements. Such an arrangement does not relieve the Contractor from their responsibility to provide the completed project as specified, and to perform Quality Assurance according to the QCS as reviewed and accepted.

1.02 REFERENCES
This section contains references to the following documents. They are a part of this section as specified and modified. Where a referenced document contains references to other standards, those documents are included as references under this section as if referenced directly. In the event of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail.

Unless otherwise specified, references to documents shall mean the documents in effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective date of the Agreement if there were no Bids). If referenced documents have been discontinued by the issuing organization, references to those documents shall mean the replacement documents issued or otherwise identified by that organization or, if there are no replacement documents, the last version of the document before it was discontinued. Where document dates are given in the following listing, references to those documents shall mean the specific document version associated with that date, regardless of whether the document has been superseded by a version with a later date, discontinued, or replaced.

Reference Title
AASHTO T-27 Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregate
ACI 214 Evaluation of Strength Test Results of Concrete ASTM A880 Criteria for Use in Evaluation of Testing Laboratories and Organizations for Examination and Inspection of Steel, Stainless Steel, and Related Alloys
ASTM C29 Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate
ASTM C31 Making and Curing Concrete Test Specimens in the Field ASTM C39 Compressive Strength of Cylindrical Concrete Specimens ASTM C42 Obtaining and Testing Drilled Cores and Sawed Beams of Concrete ASTM C127 Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 2 of 11 Reference Title
ASTM C136 Standard Method for Sieve Analysis of Fine and Coarse Aggregates ASTM
C143/C143M
Slump of Hydraulic Cement Concrete
ASTM C172 Sampling Freshly Mixed Concrete
ASTM C802 Conducting an Inter-laboratory Test Program to Determine the Precision of Test Methods for Construction Materials
ASTM C1021 Laboratories Engaged in the Testing of Building Sealants ASTM Cl077 Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation
ASTM D75 Sampling Aggregates
ASTM D1556 Test Method for Density of Soil in Place by the Sand-Cone Method ASTM D1557 Test Methods for Moisture-Density Relations of Soils and SoilAggregate Mixtures Using 10-lb (4.5-kg) Rammer and 18-in. (457-mm) Drop
ASTM D2419 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
ASTM D2487 Classification of Soils for Engineering Purposes ASTM D3017 Test Method for Moisture Content of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth)
ASTM D3441 Standard Test Method for Mechanical cone Penetration Tests of Soil ASTM D3666 Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
ASTM D3740 Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction
ASTM D4318 Liquid Limit, Plastic Limit, and Plasticity Index of Soils ASTM D4561 Quality Control Systems for Organizations Producing and Applying Bituminous Paving Materials
ASTM D4832 Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders
ASTM E4 Force Verification of Testing Machines
ASTM E329 Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction
ASTM E543 Agencies Performing Nondestructive Testing
ASTM E994 Calibration and Testing Laboratory Accreditation Systems General Requirements for Operation and Recognition
IBC 2013 California Building Code
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 3 of 11

1.03 TESTING LABORATORY QUALIFICATIONS
Testing Laboratory shall satisfy the following qualifications:

1. Recommended Requirements for Independent Laboratory Qualification, published by American Council of Independent Laboratories.

2. Conform to the requirements of ASTM E329 in particular, and other reference standards as generally pertain to this project.

3. Authorized to operate in the State of California, with personnel and equipment based sufficiently close to the project to allow short-notice site access for sampling and testing.

4. Acceptable to Owner, Construction Manager, and local building authorities.

1.04 TESTING LABORATORY RESPONSIBILITIES
Testing Laboratory shall provide qualified personnel at the site and cooperate with Construction Manager and Contractor in performance of the following services:

1. Perform specified independent inspection, sampling, and testing of products in accordance with specified standards, to determine compliance with requirements of Contract Documents.

2. Provide sampling equipment and personnel, deliver samples to the testing laboratory, record field measurements, and cure samples as required by Contract Documents.

3. Perform Building Department required tests and inspections, including Special Inspection as specified in Section 01 45 00.

4. Timely prepare and deliver reports summarizing results of tests and inspections.

5. Attend pre-construction conferences and, if requested, a limited number of progress meetings where Quality Control, testing, and inspection issues require discussion.

6. When directed by the Construction Manager or requested by the Contractor, provide special and additional tests and inspections to verify material compliance with requirements of Contract Documents. a. Construction Manager shall pay for special tests and inspections where work conforms to the Contract Document requirements. b. Contractor shall pay for additional tests and inspections where work fails to comply with Contract Document requirements (reinspection) and for costs associated with cancelled or short-notice re-scheduling of requested sampling, testing, and inspection.

Testing Laboratory work requested by Contractor to fulfill submittal HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 4 of 11 requirements shall also be considered additional tests.

1.05 CONTRACTOR RESPONSIBILITIES
Contractor shall deliver adequate samples of materials proposed to be used and which require testing to the Testing Laboratory. Contractor shall cooperate with Testing Laboratory personnel and provide access to the work and to manufacturer’s facilities. Contractor shall provide incidental labor and facilities to provide access to work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples.

Contractor shall notify Testing Laboratory and Construction Manager 24 hours prior to expected time for operations requiring inspection, sampling, and testing services.

1.06 TEST AND INSPECTION REPORTS
A. REPORT CONTENTS:

At a minimum, Test and Inspection Reports shall include the following:

1. Project name and date of report.

2. Testing Laboratory name, address, telephone number, name of laboratory field sampling personnel, lab testing personnel, or QCS Inspector as applicable.

3. Date, time, and location of sampling, testing, and inspecting.

4. Ambient temperature and weather conditions at the site or shop and curing conditions of samples.

5. Product identification and referenced specification Section number.

6. Type of sample, test, and inspection and industry standard for sampling and testing.

7. Results of sample, test, and inspection.

8. Evaluation of compliance with requirements in Contract Documents.

9. Certified Inspection Reports shall specifically indicate the qualification of the inspector to render judgment and certify said inspection.

10. When requested by Construction Manager, interpretation of test results.

B. DISTRIBUTION OF TEST AND INSPECTION REPORTS:

Test and Inspection reports shall be submitted to the Construction Manager for distribution as Product Data described in Section 01 33 00, unless technical specification sections require submittal for review. Test reports shall be submitted not more than two days after completion of required tests. Inspection reports shall be submitted immediately if deficiencies or significant HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 5 of 11 irregularities are noted, and in no case less than two working days after said inspection. Provide six (6) copies of all reports.

1.07 SUBMITTALS
The following information shall be provided in accordance with Section 01 33 00:

1. A copy of this specification section, with addendum updates included, and all referenced and applicable sections, with addendum updates included, with each paragraph check-marked to indicate specification compliance or marked to indicate requested deviations from specification requirements.

Check marks () shall denote full compliance with a paragraph as a whole.

If deviations from the specifications are indicated, and therefore requested by the Contractor, each deviation shall be underlined and denoted by a number in the margin to the right of the identified paragraph, referenced to a detailed written explanation of the reasons for requesting the deviation.

The Construction Manager shall be the final authority for determining acceptability of requested deviations. The remaining portions of the paragraph not underlined will signify compliance on the part of the Contractor with the specifications. Failure to include a copy of the markedup specification sections, along with justification(s) for any requested deviations to the specification requirements, with the submittal shall be sufficient cause for rejection of the entire submittal with no further consideration.

2. Documentation of conformance with Testing Laboratory Qualifications as specified in paragraph 01 45 29-1.03 herein.

3. Form A described in paragraph 01 45 29-3.03 herein, by both Testing Laboratory and Contractor.

4. Final laboratory report as described in paragraph 01 45 29-3.04.

1.08 LIMITS ON TESTING LABORATORY AUTHORITY
Testing Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. Testing Laboratory may not approve or accept any portion of the work, nor assume any duties of Contractor. Testing Laboratory has no authority to stop the work.

PART 2--PRODUCTS

2.01 SOURCE QUALITY CONTROL
A. GENERAL:

Source quality control is defined in Section 01 45 00. This Section provides general guidelines as to the sampling, tests, and inspections required of products and manufactures prior to delivery to the project site and should be considered a minimum. Additional information and requirements are provided in each technical specification Section and those requirements shall control over this Section when in conflict. Absence of a test, inspection or requirement listed HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 6 of 11 herein from a subsequent specification Section does not relieve the Testing Laboratory or the Contractor from their respective responsibilities specified in this Section.

B. REFERENCE STANDARDS IN OTHER SECTIONS:

Codes, standards, and other references called out below, but which are not listed in paragraph 1.02 are described in other specification Sections and not repeated herein.

C. FILL MATERIALS:

1. IMPORTED FILL MATERIALS: Testing Laboratory may conduct additional testing on behalf of Contractor to prepare required submittals specified in Section 31 23 33. Tests shall conform to the following for both Source and Field Quality Control:

Test Standard Procedure
Moisture content ASTM D3017
Gradation ASTM C136
Density in-place ASTM D1556
Moisture-density relationships ASTM D1557
Liquid Limit, Plasticity Index ASTM D4318

2. TYPE C FILL MATERIAL: Testing Laboratory shall conduct required testing to verify on-site materials proposed for fill conforms to specification Section 31 23 33. Contractor shall pay Testing Laboratory for such sampling and testing. Sampling and testing shall Classify Soil according to ASTM D2487 including Liquid Limit, Plasticity Index, and determine optimum moisture content and density relationship, and other data as required for proper use of this material.

D. PAVING MATERIALS:

Provide sampling and testing requested by Construction Manager or additional testing as requested by Contractor to verify materials proposed for use conform to specification.

E. CONCRETE REINFORCING:

Provide sampling and testing requested by Construction Manager or additional testing as requested by Contractor to verify materials proposed for use conform to specification Section 03 30 00.

F. CAST-IN-PLACE CONCRETE:

1. GENERAL: Field sampling and testing shall be performed by the testing laboratory specified in paragraph 01 45 29-1.01 A. Samples shall be taken at random locations and at such times to represent the quality of the materials and work throughout the project. The laboratory shall provide the necessary labor, materials and facilities for sampling. Aggregates shall be sampled not less than 30 days prior to the use of such aggregates in the work. At Contractor’s expense, Testing Laboratory may assist Contractor in formulating concrete mix designs, testing and reporting same, HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 7 of 11 and providing the services of a Professional Engineer to review and seal the mix design.

2. AGGREGATES: Samples shall be taken at the discharge gates of the bins feeding the weigh hopper. The Contractor shall provide safe and suitable facilities for obtaining samples. Testing shall confirm continuing conformance with specifications for gradation, cleanliness and sand equivalent. A maximum of one test per day of each aggregate is required.

Sampling shall be repeated when the source of material is changed or when unacceptable deficiencies or variations from the specified requirements of materials are found in testing. The full test program is required before source changes will be accepted. Aggregate samples shall be tagged and their sources identified.

3. COARSE AGGREGATE: A sample weighing between 50 and 60 pounds shall be taken after the batch plant is brought up to full operation conforming to ASTM D75. Sample and test coarse aggregate each 400 cubic yards of concrete. The samples shall be taken so that a uniform cross section, accurately representing the materials on the belt or in the bins, is obtained.

4. FINE AGGREGATE: Samples shall be taken as specified for coarse aggregate. Sample and test fine aggregate each 200 cubic yards of concrete. The samples shall be taken for sieve analysis of fine aggregate and specific gravity tests. Samples of sand shall be taken when the sand is moist.

PART 3--EXECUTION

3.01 FIELD QUALITY CONTROL
A. GENERAL:

Field quality control is defined in Section 01 45 00. This Section provides general guidelines as to the sampling, tests, and inspections required of work in progress or completed in the field and should be considered a minimum. Additional information and requirements are provided in each technical specification Section and those requirements shall control over this Section when in conflict. Absence of a test, inspection or requirement listed herein from a subsequent specification Section does not relieve the Testing Laboratory or the Contractor from their respective responsibilities specified in this Section.

B. REFERENCE STANDARDS IN OTHER SECTIONS:

Codes, standards, and other references called out below, but which are not listed in paragraph 1.02 are described in other specification Sections and not repeated herein.

C. EARTHWORK AND FILL:

5. GENERAL: The Construction Manager will coordinate the taking of samples and making tests to check compliance with these specifications.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 8 of 11 The Contractor shall remove surface material at locations designated by the Construction Manager and provide such assistance as necessary for sampling and testing. The Construction Manager may direct the Contractor to construct inspection trenches in compacted or consolidated backfill to determine that the Contractor has complied with these specifications.

Payment for inspection trenches shall be as specified in paragraph 01 45 00 – 1.04(7).

6. Subgrade Preparation and Compaction: Verify depth of scarification, moisture content is within optimal limits for compaction, and degree of compaction achieved. Frequency of testing shall generally conform to 25 foot maximum spacing for strip footings, each isolated pad footing, every 900 square feet for slabs and mat foundations, or as directed by the Construction Manager in light of actual geometry and conditions extent.

7. Structure Fill: Verify material provided, lift thickness, and compaction density. Frequency of sampling and testing shall be the same as for Subgrade Preparation and Compaction.

8. Structure Backfill: Verify material provided, lift thickness, and compaction density. Frequency of sampling and testing shall be as directed by the Construction Manager but not less than every 2 feet vertical lifts and every 1600 square feet of filled area.

9. Other Fill Materials: Verify material used, lift thickness, and compaction density. Frequency of sampling and testing shall be as directed by the Construction Manager.

D. PAVING:

1. EARTHWORK AND BASE AGGREGATE: Provide sampling and testing same as Fill described above. Frequency shall conform to Asphalt Concrete Pavement, below.

2. HOT MIX ASPHALT PAVEMENT: Sample and test pavement thickness and installation per Caltrans Standard Specifications. Thickness verification shall be made at a frequency not to exceed 1600 square feet of roadway or parking zones or as directed by the Construction Manager.

3. SITEWORK CONCRETE AT PAVEMENT: Sitework concrete at pavement consists of curbs, gutters, monolithic curb/sidewalk, inlet structures, catch basins, and other concrete construction in contact with paving or necessary for a complete paving job but not associated with buildings or structural work controlled by the IBC. Testing Laboratory shall conduct sampling and testing the same as specified for cast-in-place concrete in Section 03 30 00, except strength cylinder testing shall occur at one-half the frequency (placing rate) as for structural concrete.

E. CONCRETE REINFORCING:

1. Provide Special Inspection for all structural reinforcing in concrete per IBC HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 9 of 11 Section 1704.4.

2. Provide Special Inspection for mechanical reinforcing connectors and splicing systems as required by that product’s ICBO Evaluation Report, or equivalent.

F. CAST-IN-PLACE CONCRETE:

1. Sample the first daily truckload of ready mixed concrete and every 50 cubic yards thereafter, complying with ASTM C172.

2. Perform one slump test for each truck load of ready mixed concrete, complying with ASTM C143.

3. Perform one air content test for each set of compressive strength specimens, complying with ASTM C31.

4. Fabricate compressive strength specimens, complying with ASTM C39.

5. Make one set of 6 of compressive strength specimens for each day of structural concrete placing or each 50 cubic yards or fraction thereof for each class of concrete.

6. Test two specimens after curing 7 days, two specimens after curing 28 days, and retain two specimens for later testing if required.

7. Comply with ACI 214 for evaluation and acceptance of concrete.

8. Certified reports of the test results shall be provided directly to the Construction Manager. Test reports shall include sufficient information to identify the mix used, the stationing or location of the concrete placement, and the quantity placed. Slump, air content, temperature of concrete, and ambient temperature shall be noted. Quality control charts showing field test results shall be included with the test results for each class of concrete in each major structure. Charts shall be prepared in accordance with ACI 214. Quality control charts shall be maintained throughout the entire job and shall be available for the Construction Manager’s inspection at any time.

9. If the 28-day test results fall below the specified compressive strength for the class of concrete required for any portion of the work, adjustment in the proportions, water content, or both, shall be made as necessary at the Contractor’s expense. Changes and adjustments shall be reported in writing to the Construction Manager.

10. If compressive test results indicate concrete in place may not meet structural requirements, tests shall be made to determine if the structure or portion thereof is structurally sound. Tests may include, but not be limited to, cores in accordance with ASTM C42/C42M and any other analyses or load tests acceptable to the Construction Manager. Costs of such tests shall be borne by the Contractor.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 10 of 11 G. ANCHOR BOLTS AND ANCHORS:

1. Provide Special Inspection for wedge anchors, undercut anchors, adhesive anchors, epoxy anchors, and all other anchoring systems installed in hardened concrete as required by that product’s ICBO Evaluation Report, or equivalent.

2. Site Inspection of Structural Anchor Bolts: Visually inspect all structural anchor bolts for grade, diameter, embedment, geometry, or type (“J” bolt or hex-head), quantity, and general location. Contractor shall assume all responsibility for detailed dimensions locating each individual bolt, each bolt group in total, and locations of bolts within each group (template).

H. GROUT:

1. CEMENTITIOUS GROUT FOR STRUCTURAL BEARING: Visually
inspect all column baseplates, and grouted zone between structural struts/beams and their supporting wall elements. Determine complete fill beneath baseplate by tapping with hammer and noting hollow reports.

Verify grout conforms to specification by observing empty bags, which Contractor shall leave visible adjacent to area used until inspection complete.

2. EPOXY GROUT FOR EQUIPMENT BASES: Provide inspection
conforming to applicable specification Sections and their reference standards, details on the Drawings, and the requirements of the epoxy grout manufacturer.

I. STRUCTURAL STEEL:

1. SITE WELD INSPECTION FOR STRUCTURAL STEEL AND STEEL
FABRICATIONS: Visually inspect 100 percent of structural welds. Inspect 25 percent of fillet welds greater than 5/16 inch, 100 percent of butt welds, moment connection welds, and complete penetration groove welds by ultra-sonic or magnetic particle inspection.

2. ACCEPTANCE CRITERIA: AWS D 1.1. Paragraph 8.15.1 for visual inspection and paragraphs 8.15.2.1 and 8.15.2.2 for ultra-sonic or magnetic particle inspection.

3. FIELD INSPECTION OF HIGH-STRENGTH BOLTED CONNECTIONS:

Inspect 100 percent of high-strength bolted connections according to AISC “Specification for Structural Joints Using ASTM A325 or A490 Bolts.” All such bolts shall be fully tensioned unless otherwise noted on the drawings.

4. BEND TESTS: Perform bend test on 10 percent of welded shear connectors. Modify test method and frequency if alternate (non-welded) shear connectors utilized by Contractor.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 45 29 – TESTING LABORATORY SERVICES 11 of 11

3.02 EVALUATION AND CORRECTION
A. EVALUATION:

Satisfactory completion of work will be judged on results of laboratory, shop, and site tests and inspections.

B. CORRECTIONS:

If results of tests and inspections indicate work is below requirements of Contract Documents, that portion of work is defective and shall be repaired or replaced by the Contractor at no additional expense to the Owner by methods specified in each material or system’s Section.

Corrective action shall continue until such work meets the requirements of the Contract Documents.

3.03 FINAL LABORATORY REPORT
A final report, prepared by the testing laboratory, shall be provided at the completion of all concreting. This report shall summarize the findings concerning concrete used in the project and provide totals of concrete used by class and structure. Final quality control charts for compressive strength tests for classes of concrete specified in each major structure shall be included. The report shall also include the concrete batch plant's coefficient of variation and standard deviation results for each class of concrete as determined in accordance with ACI 214.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 55 26 – TEMPORARY TRAFFIC CONTROL 1 of 4 SECTION 01 55 26

TEMPORARY TRAFFIC CONTROL
PART 1--GENERAL

1.01 DESCRIPTION
Work covered in this section consists of all labor, materials, and equipment required to provide adequate traffic control and regulation through construction areas and street affected by the work.

1.02 QUALITY ASSURANCE
A. QUALIFICATIONS OF WORKERS:

Provide Sufficient Skilled workers and supervisors who shall be present at all times during execution of this portion of the work and shall be thoroughly familiar with traffic regulations, permits, etc., and the materials and techniques specified.

B. CODES AND STANDARDS:

1. Where reference is made to the State Standard Specifications, reference shall mean State of California, Department of Transportation, Standard Specifications, latest edition.

2. Lights, flags, and other warning and safety devices for street and highway work shall conform to the requirements set forth in the current “Manual of Traffic Controls for Construction and Maintenance Work Zones,” issued by the California State Department of Transportation.

1.03 TRAFFIC CONTROL PLAN AND PERMITS
The Contractor shall submit a complete traffic control plan indicating how construction will be sequenced and traffic will be handled during construction. The Construction Manager will review this plan for conformance to the Specifications and to ensure adequate thought has gone into the handling of traffic. The plan shall clearly identify work which will interfere with traffic on public roadways, and the estimated duration of work. This plan shall be in conformance with the Contractor’s schedule.

Contractor shall obtain encroachment permits at his own expense for any work or traffic control to be performed in public roads. Permit is not required when road is owned and controlled by this project’s Owner.

1.04 PRODUCT HANDLING
No material or equipment shall be stored where it will interfere with the free and safe passage of public traffic. At the end of each day’s work and at other times when construction operations are suspended for any reason, Contractor shall remove all equipment and other obstructions from that portion of the roadway open for use by the public traffic.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 55 26 – TEMPORARY TRAFFIC CONTROL 2 of 4 PART 2--PRODUCTS

2.01 EQUIPMENT
Contractor shall furnish, erect, and maintain, at his or her expense and without cost to the Owner, such fences, barricades, lights and signs, and other devices as are necessary to prevent accidents or damage or injury to the public. Contractor shall also furnish such flagpersons and guards as are necessary to give adequate warning to traffic of any dangerous condition to be encountered. Equipment shall be furnished and kept clean and in good repair by the Contractor at his own expense.

PART 3--EXECUTION

3.01 TRAFFIC CONTROL
A. MAINTAINING TRAFFIC:

Contractor shall expedite the passage of public traffic through and around the work. The Contractor shall furnish and install signs, detours, lights, flares, barricades, and shall furnish flagpersons and other facilities for the convenience and direction of public traffic. The cost of maintaining traffic, including conforming with the requirements stated herein, furnishing such signs, detours, lights, flares, barricades, flagpersons and other facilities shall be considered as part of the contract price and no extra payment will be made therefore.

B. PUBLIC CONVENIENCE:

1. Contractor’s operation shall be conducted so that they offer the least possible obstruction and inconvenience to the public. Contractor shall have under construction no greater amount of work than can be executed properly with due respect to the rights of the public. Contractor shall provide personal advance notice to each affected resident informing them of impending work and provide ample time to remove vehicles and estimated time of driveway closure.

2. Spillage resulting from hauling or ditching operations along or across any public traveled way shall be removed daily.

3. Construction operation shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners and tenants.

Convenient access to driveways, houses, and buildings along the line of the work shall be maintained and temporary approaches to crossing or intersecting streets shall be provided and kept in good condition.

C. PUBLIC SAFETY:

1. Whenever the Contractor’s operations create a condition hazardous to the public, Contractor shall furnish, erect, and maintain such fences, barricades, lights, signs, and other devices as are necessary to prevent accidents or damage or injury to the public.

2. Should the Contractor appear to be neglectful or negligent in furnishing HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 55 26 – TEMPORARY TRAFFIC CONTROL 3 of 4 warning and protective measures as above specified, the Construction Manager may direct attention to the existence of hazard, and the necessary warning and protective measures shall be furnished and installed by the Contractor at Contractor’s expense, without cost to the Owner. Should the Construction Manager point out any inadequacy or warning and protective measures, such action on the part of the Construction Manager shall not relieve the Contractor from responsibility for public safety or abrogate Contractor’s obligation to furnish and pay for these devices.

D. DETOURS:

Comply with conditions issued with the Encroachment Permit.

E. TRAFFIC CONTROL PLAN SUBMITTAL:

A conceptual Traffic Control Plan has been included in the Project Plans.

The Final Traffic Control Plan shall be consistent with the conceptual Traffic Control Plan shown on the Project Plans, Standard Plans and the “Manual of Traffic Controls for the Construction and Maintenance in Work Zones”. The plan shall show the details of, and designate, all signs, barricades, marking and other traffic control devices the Contractor will use to maintain the passage of public traffic (including pedestrians) through, around and within the project site during construction. The plan shall demonstrate how access to all properties will be maintained at all times during construction. The plan shall describe any detours to be created, streets to be closed, lane closures, and the anticipated maximum traffic delays due to temporary road or lane closures. The City will approve, conditionally approve or reject the submitted plan within five (5) business days.

The Contractor shall submit a traffic control plan indicating the preferred method of construction and traffic control plan which complies with these Specifications. Before closing any street to through traffic, the Contractor shall obtain prior approval from the Construction Manager 14 days in advance of closure. Street closures and detours shall allow for access to public facilities and shall allow for passage of emergency vehicles.

By noon each Monday, the Contractor shall submit a written schedule of planned closures for the following week period, defined as Friday noon through the following Friday noon. The closure schedule shall show the locations and times when the proposed closures are to be in effect. The Contractor will be notified of disapproved closures or closures that require coordination with other parties as a condition of approval, by Wednesday noon. Traffic closure information shall be included in the weekly Public Information notices required by Section 01-03, “General Requirements”.

Attention is directed to Section 7-1.03, “Public Convenience,” and Section 7-1.04 “Public Safety” of the Caltrans Standard Specifications. Nothing in these Special Provisions shall be construed as relieving the Contractor from the responsibilities specified in these sections.

The Traffic Control Plan shall be updated or revised within five (5) working days of the Engineer’s written request to do so.

F. NOTICES:

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 55 26 – TEMPORARY TRAFFIC CONTROL 4 of 4 Contractor shall expedite the passage of public traffic through and around the work. The Contractor shall furnish and install signs, detours, lights, flares, barricades, and shall furnish flagpersons and other facilities for the convenience and direction of public traffic. The costs of maintaining traffic, including conforming with the requirements stated herein; public notification; and furnishing such signs, detours, lights, flares, barricades, flagpersons and other facilities shall be considered in the total bid.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 57 23 – WATER POLLUTION PREVENTION 1 of 1 SECTION 01 57 23

WATER POLLUTION PREVENTION
PART 1 – GENERAL
The work to be done under this section includes the furnishing of all labor, materials, equipment, tools and incidentals as required to prevent the pollution of surface or groundwater from the effects of construction of the Project. Contractor shall comply with the Construction General Permit Order 2009-0009-DWQ.

PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION
The Contractor will provide all labor, materials, tools, equipment, and necessary incidentals to implement the Storm Water Pollution Prevention Plan (SWPPP) and the Erosion and Runoff Control Plan and as otherwise necessary to prevent surface water or groundwater pollution from the effects of the Project construction. Contractor shall have a qualified SWPPP Practitioner overseeing the implementation of the SWPPP in accordance with the statewide general permit.

Contractor shall upload all required reports, submittals, another required documentation in accordance with the statewide general permit to the SMARTS system. City will certify reports as required.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 71 33 – PROTECTION OF PROPERTY 1 of 2 SECTION 01 71 33

PROTECTION OF PROPERTY
PART 1 - GENERAL
The work to be done under this section shall include the furnishing of all materials, labor, tools, equipment, and necessary incidentals as required to protect public and private property during construction and, if necessary, restore same if damaged.

PART 2 - PRODUCTS
Contractor must submit a Building Protection Plan for any building within a horizontal distance of double the depth of any excavation. (For example, for an excavation of 12 feet, a building 24 feet or less from the excavation must have a Building Protection Plan.) The plan will describe how the excavation will be made and backfilled to prevent any horizontal or vertical movement that could potentially damage the building, and must include, at a minimum the following:

1. method and equipment to excavate,

2. detailed plans of shoring method,

3. detailed plans of any specific support, bracing or underpinning of the building,

4. description of method of backfilling,

5. description of shoring removal,

6. description of method of monitoring movement of the building.

The City will approve, conditionally approve or reject the submitted plan within five (5) business days of receipt. The City’s approval of the plan will not relieve the Contractor of his or her full responsibility for any damage done as a result of the project.

PART 3 - EXECUTION

3.01 BUILDINGS
A. No excavation may proceed within 100 feet of a building requiring a Building Protection Plan until said plan has been approved. Neither may any excavation proceed until all monitoring benchmarks have been set and pre-excavation lines and/or grades determined.

B. Buildings must be monitored daily while excavation, backfilling and compaction work is taking place within 50 feet of the building. After completion of compaction, monitoring must continue on a monthly basis for one year after project completion. Monitoring must be performed by a licensed Land Surveyor or Registered Civil Engineer. Written field notes must be kept of the monitoring and copies provided the City upon request.

C. The Contractor will be liable for any damage to any building and must hold the City harmless from any liability or expense for injury, damage or repair to same.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 71 33 – PROTECTION OF PROPERTY 2 of 2 D. Contractor will be responsible for repairing any damage to existing buildings caused by his operations. The Engineer will determine the extent of the damage and the method of repair.

3.02 MISCELLANEOUS
All dewatering, excavation, shoring, bracing, backfilling, compaction and removal of dewatering system must proceed in accordance with the approved plan.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 74 23 – FINAL CLEANING 1 of 2
SECTION 01 74 23

FINAL CLEANING

1.0 GENERAL
A. At the completion of work and immediately prior to final inspection, cleaning of the entire project shall be accomplished according to the following provisions:

1. The Contractor shall thoroughly clean, sweep, wash, and polish all work and equipment provided under the contract, including finishes. The cleaning shall leave the structures and site in a complete and finished condition to the satisfaction of the Construction Manager.

2. All subcontractors shall similarly perform, at the same time, an equivalent thorough cleaning of all work and equipment provided under their contracts.

3. The Contractor shall remove all temporary structures and all debris, including all nails, dirt, sand, gravel, rubbish and waste material.

4. Should the Contractor not remove rubbish or debris or not clean the facilities and site as specified, the Owner reserves the right to have the cleaning done at the expense of the Contractor.

5. Only experienced workers, or professional cleaners, shall be employed for final cleaning.

6. Only cleaning materials recommended by the manufacturer of surface to be cleaned shall be used.

7. Cleaning materials shall be used only on surfaces recommended by the cleaning material manufacturers.

8. In preparation for substantial completion or occupancy, a final inspection of sight-exposed surfaces, and of concealed spaces, shall be conducted.

9. Grease, dust, dirt, stains, labels, fingerprints, and other foreign materials shall be removed from sight-exposed finished surfaces. Polish surfaces so designated to shine finish.

10. Marred surfaces shall be repaired, patched, and touched up to specified finish, to match adjacent surfaces.

11. Materials shall be handled in a controlled manner with as few handlings as possible. Do not drop or throw materials from heights.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 01 74 23 – FINAL CLEANING 2 of 2

2.0 OWNER OCCUPANCY
As a condition precedent to final acceptance or release of a portion of the facility for use by the Owner, the Contractor and all subcontractors shall thoroughly clean all surfaces to leave same in first-class condition.

3.0 POST-CONSTRUCTION REPAIRS
The Contractor shall make such minor repairs and alterations as may be necessary to make any structure or component ready for occupancy. This section shall not apply after or to the extent that the Owner has taken possession of a portion of the facilities on which the Contractor has performed work.

4.0 SITE CLEANUP
For all roadway work, the Contractor shall conform the work to acceptable line and grade, as determined by the Engineer. In addition, the Contractor shall have the sidewalks and streets affected by the work swept by a street or sidewalk cleaner as determined by the Construction Manager. Other surfaces of the grounds shall be rake cleaned. The Owner will not authorize final payment until the Contractor has removed all rubble and debris from the street and adjoining work areas, including all temporary storage and parking areas used by the Contractor.

The Contractor's use of private property for whatever use regarding this project, such as access, materials and equipment storage, waste disposal, etc., will require a written agreement between the property owner and the Contractor, submitted to the City for approval prior to use of the private property. The agreement shall specifically hold the City harmless, free of any responsibility, resulting from use of the private property.

For pipelines, storm sewers, catch basins and manholes, prior to their activation or at the conclusion of the project, the Contractor shall thoroughly clean all of the new pipes by flushing with water for fluid lines. Debris cleaned from the lines shall be removed from the lowest access point. All existing storm drains that will remain in service in the project must also be cleaned.

All temporary utility drops, fencing, and water supply outlets shall be removed.

All plant gate identification signs, barricades, tools, rubbish collection receptacles and other such items shall be removed by the Contractor.

All dust, mud, excavated spoils and construction debris shall be removed from all roadways, ditches, shoulders and private property. The Contractor's operations shall not cause any increase in the turbidity of runoff waters as defined and controlled by the California Regional Water Quality Control Board, North Coast Region.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 02 00 00 – EXISTING CONDITIONS 1 of 1 SECTION 02 00 00

EXISTING CONDITIONS
PART 1 – GENERAL
Information obtained by the City regarding site conditions, existing site facilities, and existing underground utilities and similar data are shown on the Plans or noted herein. There may exist at varying locations throughout the Project area, underground utilities, including power, telephone, cable television, and propane gas. The Contractor must contact all utility companies for the location of any and all underground utilities.

Information derived from inspection of logs, reports, or from Plans showing locations of utilities and structures will not in any way relieve the Contractor from any risk, or from properly examining the site and making such additional investigations as deemed prudent, or from properly fulfilling all the terms of the Contract Documents.

A. SURFACE CONDITIONS
Prior to Contractor commencing any physical work on the Project the City will video and/or still-photograph the entire Project area and surrounding area to record pre-construction conditions.

The Contractor is encouraged to generate his own pictorial record of the pre-construction conditions.

B. SUBSURFACE CONDITIONS
No subsurface exploratory work was performed.

C. UTILITIES
The Contractor must repair, in a manner satisfactory to the Engineer, any utility damaged by the Contractor’s operations.

The Contractor must contact all utility companies for the location of any and all underground utilities. The Contractor must call USA (1-800-642-2444) for locating underground utilities. In conformance with California's Administrative Code, Construction Safety Orders (Title 8), the Contractor must make the effort to determine the exact location of all underground installations.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 1 of 20 SECTION 09 97 14 – TANK COATING AND PAINTING SPECIFICATION PART 1 - GENERAL

1.1 PURPOSE
The purpose of this specification is to establish methods and procedures for coating, painting, dehumidification, and handling of hazardous and nonhazardous materials/wastes.

1.2 CONTRACTOR
The Contractor shall be a licensed Painting and Decorating Contractor in the State of California (C-33 Classification). He shall have a minimum of five (5) years practical experience and successful history in the application of specified products to surfaces of steel water storage tank. Upon request, he shall substantiate this requirement by furnishing a written list of references.

1.3 DEFINITIONS
A. “Coating” refers to protective materials used or applied on interior surfaces.

B. “Paint” refers to protective materials used or applied on exterior surfaces.

C. “Coat” refers to paint applied in a single or multiple pass application to form an evenly distributed film when dry. Designations for “coats” are primer or first coat, intermediate or second coat, and finish coat, and any coats applied beyond the designated coats.

1.4 QUALITY ASSURANCE
A. Surface Preparation: Surface preparation will be based upon comparison with: “Pictorial Surface Preparation Standards for Painting Steel Surfaces”, SSPC-Vis 1, ASTM Designation D2200 and as described below. Anchor profile for prepared surfaces shall be measured by using a non-destructive instrument such as a K-T Surface Profile Comparator, digital surface profile gauge or Testex Press-O-Film System. Temperature and dewpoint requirements noted in 1.4 B. herein shall apply to all surface preparation operations, except low and high temperature limits and operation of dehumidification equipment shall be determined at the Pre-Construction Conference.

B. Application: No coating shall be applied under the following conditions:

1. When the surrounding air temperature or the temperature of the surface to be coated or painted is below 55 degrees F for epoxy coatings, below 45 degrees F for epoxy low temperature cure coatings, or below 40 degrees F for urethane paint, or above 125 degrees F for all materials; or in accordance with the data sheets.

2. To wet or damp surfaces or in rain, fog or mist;

3. When the surface temperature is less than 5 degrees F above the dewpoint.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 2 of 20

4. When it is expected the air temperature will drop below 55 degrees F for epoxy coating, below 45 degrees F for epoxy low temperature cure coatings, or 40 degrees F for urethane paints, or surface temperature is expected to be less than 5 degrees F above the dewpoint within two hours after application of coatings or paints.
a. Dewpoint shall be measured by use of an instrument such as a sling psychrometer in conjunction with U.S. Department of Commerce Weather Bureau Psychrometric Tables or equivalent. Dehumidification equipment must run continuously during all phases of contract, except disinfection phase.
b. If above conditions are prevalent, coating and paint application shall be delayed or postponed until conditions are favorable. The day’s application shall be completed in time to permit the film sufficient drying time prior to damage by atmospheric conditions.

C. Overspray and Dust Control: The Contractor shall conduct all operations so as to confine abrasive blasting debris and coating and paint overspray to within the bounds of the site.

The Contractor shall take all precautions necessary to prevent adverse off-site consequences of blast cleaning or application operations. Any complaints received by the Owner relating to any such potential off-site problems will be immediately delivered to the Contractor-assigned job site representative. The Contractor shall immediately halt blast cleaning or application work and shall take whatever corrective action is required to mitigate any such problems. All costs associated with protection of off-site properties and/or correction of damage to property as a result of blast cleaning or application operations shall be borne directly by the Contractor at no additional expense to the Owner.

1. Owner approval of Contractor’s blast cleaning and overspray prevention procedures and Engineer’s presence on project does not free Contractor from responsibility for compliance. Daily approval of procedures will be required prior to start of blast cleaning or spray operations.

D. Inspection and Checking: The Owner will provide and utilize the services of an independent professional coating inspection agent who will be Owner’s Coating Inspector.

Contractor will furnish inspection devices and test equipment in good working condition and equipment shall be operated by, or in the presence of the Inspector. Procedures or practices not specifically defined herein may be utilized provided they meet recognized and accepted professional standards and are acceptable to Owner’s Coating Inspector.

The Owner’s Engineer’s decisions shall be final as to interpretation and/or conflict between any of the reference specifications and standards contained herein.

1. The Owner’s Coating Inspector will perform continuous inspection on all phases of the surface preparation, abrasive blast cleaning, and application of the coating systems. All surfaces will be inspected by Owner’s Coating Inspector prior to each application of coating materials. Coating materials applied without the prior inspection of Owner’s Coating Inspector shall be removed and reapplied at the expense of the Contractor.

2. Owner’s Coating Inspector will perform such tests as are required to ensure compliance with all phases of the surface preparation, abrasive blast cleaning, and HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 3 of 20 application of the coating systems. Test equipment shall include but not be limited to the following: SSPC surface preparation standards; surface profile comparator; test tape; micrometer; abrasive sieve test; ultraviolet lamp; mirror; certified thickness calibration plates and magnetic type dry film thickness gauge. Accuracy of inspection equipment will be verified by Owner’s Coating Inspector in the presence of the Contractor to verify its accuracy prior to use.

3. Notify Owner’s Coating Inspector 14 days in advance of shop and field-apply operations involving abrasive blast cleaning and coating applications.

4. Owner’s Coating Inspector will determine the degree of cleanliness and surface profile of the shop and field blast cleaned surfaces. Additional blast cleaning of non-conforming areas shall be accomplished until all areas conform to the cleanliness and profile specified.

5. Owner’s Coating Inspector will totally inspect each coat of primer, intermediate, and finish coating to determine the thickness and integrity. Each coat applied will be checked and deficiencies marked. After observing specified recoat time, apply additional coating materials over areas not having the specified minimum dry film thickness and areas having any holidays or pinholes. After correction of deficiencies, Owner’s Coating Inspector will re-inspect those areas to determine the acceptability of the additional coating. Each coat applied must be 100% to the satisfaction of Owner’s Coating Inspector prior to subsequent coats being applied.

E. Inspection Facilities: The Contractor shall provide Owner’s Coating Inspector with facilities for inspection including, but not limited to, the following:

1. Furnish as determined necessary by Owner’s Coating Inspector all safety equipment and devices during abrasive blast cleaning and coating operations.

Provide helmet with continuous fresh air supply for observation during cleaning operations.

2. Furnish illumination and the manpower to move the lights, whenever required by the Owner’s Coating Inspector. Provide additional lights and supports sufficient to illuminate all areas to be inspected. Owner’s Coating Inspector will determine the level of illumination required for inspection purposes.

3. Temporary ladders and scaffolding shall be erected and moved to the locations requested by Owner’s Coating Inspector.

F. Thickness Testing: Thickness of coatings and paints shall be tested with a non-destructive film thickness gauge. An instrument such as a Tooke Gage should be used if a destructive tester is deemed necessary. Testing shall be accomplished in conformance to SSPC-PA 2, “Measurement of Dry Paint Thickness with Magnetic Gages” except as modified hereinafter.

1. Flat coated or painted surfaces shall be tested in conformance to SSPC-PA 2.

2. Structural members, piping and other irregular surfaces shall be tested with frequency and locations as directed by the Engineer.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 4 of 20 G. Holiday Testing: Coating integrity of ALL interior coated surfaces shall be tested with an approved inspection device. All pinholes shall be marked, repaired in accordance with the manufacturer’s printed recommendations and retested. No pinholes or other irregularities will be permitted in the final coating.

H. Inspection Devices: Contractor will furnish, until final acceptance of coatings and paint, inspection devices in good working condition for detection of holidays and measurement of dry film thickness. They shall also furnish U.S. Department of Commerce, National Bureau of Standards certified thickness calibration plates to test accuracy of thickness gauges. Dry film thickness gauge holiday detectors shall be available at all times until final acceptance of application. Inspection devices shall be operated by, or in the presence of the Engineer with location and frequency basis determined by the Engineer.

I. Acceptable Inspection Devices: Acceptable devices for ferrous metal surfaces include, but are not limited to, Tinker and Rasor Models AP and AP-W holiday detectors equipped with a wire brush electrode supplied by the manufacturer, and “Inspector”, or “Positest”, or “Positector” or “Quanix” units for dry film thickness gauging. Inspection devices shall be operated in accordance with these specifications and the manufacturer’s instructions.

PART 2 - PRODUCTS

2.1 GENERAL
A. Materials specified are those which have been evaluated for the specific service. Products of International, Devoe Coatings, and Tnemec Company, Inc. are listed to establish a standard of quality for the project. Standard products of manufacturers other than those specified, will be accepted when it is proved to the satisfaction of the Engineer they are equal in composition, durability, usefulness and convenience for the purpose intended.

Substitutions will be considered provided the following minimum conditions are met:

1. The proposed coating or paint system shall have a dry film thickness equal to or greater than that of the specified system.

2. The proposed coating or paint system shall employ an equal or greater number of separate coats.

3. The proposed coating or paint system shall employ coatings or paints of the same generic type.

4. All requests for substitution shall carry full descriptive literature and directions for application, along with complete information on generic type, non-volatile content by volume and a list of 10 similar projects, all at least three years old, where the products have been applied to similar exposure.

5. The Owner requires that the Contractor provide certified laboratory data sheets showing the results of complete spectrographic and durability tests accomplished on the proposed substitute. Tests shall be accomplished by an independent testing laboratory satisfactory to the Engineer and all costs incurred in the testing program shall be borne by the Contractor. In any case, the Engineer shall be sole and final judge of the acceptability of any proposed substitution. Requests for substitution must be approved in writing prior to date of bid.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 5 of 20 B. The Contractor shall submit prior to start of project manufacturer’s literature and Safety Data Sheets (SDS) on all materials to be used in coating and painting operations, including, but not limited to coatings, paints, thinners, solvents and cleaning fluids. No materials will be allowed which have been stored over 60 days, or manufacturer’s recommended shelf life, whichever is less. Contractor shall maintain copies of SDS at job site at all times.

1. An electronic submittal will be accepted in only the following format. a. The file shall be in pdf format.
b. Each project submittal shall be a separate document file. c. Each document file shall be labeled in the following sequence:
1) Owner Name/Project Name
2) Submittal No.
3) Description
C. All materials shall be brought to the job site in the original sealed containers. They shall not be opened or used until Owner’s representative has physically inspected contents and obtained necessary data from information printed on containers or label. Materials exceeding storage life recommended by the manufacturer shall be rejected. Copy of invoice showing purchase and delivery dates will be required.

D. Flammability, toxicity, allergenic properties, and any other characteristic requiring field precautions shall be identified, and specific safety practices shall be stipulated.

E. All coating and paint materials shall be stored in enclosed structures to protect them from weather and excessive heat or cold. Flammable materials must be stored to conform with Owner, County, State and Federal safety codes for flammable materials. At all times coatings and paints shall be protected from freezing.

F. Contractor shall use products of same manufacturer for all coats.

2.2 SPECIFIC INTERIOR COATING MATERIALS
A. Coating materials for interior surfaces of tanks must appear on the Standard 61 of the National Sanitation Foundation (NSF), or Standard 61 of Underwriters Laboratories.

Products containing perchloroethylene (PCE), trichloroethylene (TCE), lead, chromium or zinc will not be permitted. In addition, products containing Methyl Ethyl Ketone (MEK) or Methyl Isobutyl Ketone (MIBK) will not be allowed in amounts that will cause volative organic analysis to be above maximum contaminant levels or action levels.

1. The Contractor shall provide, prior to coating any surfaces of the tank, written certifications from the coating manufacturers stating that the coating materials, thinners, solvents, and equipment cleaning fluids provided by the manufacturers do not contain PCE or TCE. The Contractor shall also certify, in writing, that no material containing PCE, TCE, lead, chromium, or zinc in any form will be used for the interior coatings or exterior paint of the tank. This shall include all solvents, thinners, and cleaning fluids at the job site, regardless of where the materials were obtained.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 6 of 20

2. The Engineer may require all solvents, thinners and cleaning fluids be tested for TCE and PCE prior to being used at the job site. The Contractor shall provide the Engineer with samples of each material at no cost to the Owner. Unacceptable materials shall be removed from the job site.

B. All coating materials shall comply with air pollution regulations, specifically the local air quality management district or air pollution control district rules, and rules for the Owner.

C. All coating materials shall also conform to regulations and applicable requirements of local, State and Federal health regulatory agencies.

D. Epoxy coatings shall be similar or equal to products such as ICI Devoe Bar-Rust 233H Low VOC Multi-Purpose Epoxy Coating or Tnemec Pota Pox Series L140F Low VOC.

First or prime coat shall not be gray, but finish coat shall be white.

E. 100% Solids Epoxy coatings shall be International Interline 975P 100% Solids Epoxy Coating or Tnemec Epoxoline Series 22 100% Solids Epoxy Coating. Epoxy coating may be used for cold conditions or accelerated cure, as approved by the Engineer. Finish coat shall be white.

F. Joint sealant on the roof and structural members above the water shall be a flexible polyurethane such as Sikaflex 1A or polysulfide product.

G. Joint sealant below the water level shall be a flexible polyurethane elastomeric sealant similar or equal to Sikaflex 2C-NS as manufactured by Sika Corporation.

2.3 WASH DOWN MATERIALS
A. Cleaner for pre-disinfection cleaning of interior surfaces shall be Gre-Sa-Way or approved equal.

B. Disinfection materials shall conform to all requirements of AWWA Standard C652, latest revision.

C. Product to prevent flash rusting during wet abrasive blast cleaning shall be Hold Tight 102 or approved equal.

2.4 SPECIFIC EXTERIOR PAINT MATERIALS
A. Paint materials for exterior surfaces of tank will consist of an epoxy primer, epoxy intermediate coat and urethane finish coat. Products containing lead, zinc or chromium compounds will not be permitted.

B. All paint materials shall comply with air pollution regulations, specifically the local air quality management district or air pollution control district rules, and rules for the Owner.

C. All paint materials shall also conform to regulations and applicable requirements of local, State and Federal health regulatory agencies.

D. Prime coat shall be similar or equal to products such as ICI Devoe Bar-Rust 231H Low VOC’s Multi-Purpose epoxy coating or Tnemec L69 Epoxoline II Low VOC’s epoxy HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 7 of 20 coating.

E. Intermediate coat shall be similar or equal to products such as ICI Devoe Bar-Rust 231H Low VOC’s Multi-Purpose epoxy coating or Tnemec L69 Epoxoline II Low VOC’s epoxy coating.

F. Below Grade Surfaces:

1. Epoxy prime coat shall be similar or equal to products such as ICI Devoe Bar-Rust 233H Low VOC Multi-Purpose Epoxy Coating or Tnemec Pota Pox Series L140F Low VOC. Prime coat shall not be gray.

2. 100% Solids Epoxy coatings shall be International Interline 975P 100% Solids Epoxy Coating or Tnemec Epoxoline Series 22 100% Solids Epoxy Coating.

Tnemec Epoxoline Series FC22 100% Solids Epoxy Coating may be used for cold conditions or accelerated cure, as approved by the Engineer.

G. Finish coat shall be similar or equal to products such as Devoe Bar-Ox Devthane 379H urethane coating or Tnemec Series 1095 Low VOC’s urethane coating.

PART 3 - EXECUTION

3.1 GENERAL
A. All surface preparation, coating and paint application shall conform to applicable standards of the Owner and the manufacturer’s printed instructions, as approved by the Engineer.

Material applied prior to approval of the surface, by the Engineer, shall be removed and reapplied to the satisfaction of the Engineer at the expense of the Contractor.

B. All work shall be accomplished by skilled craftsmen qualified to accomplish the required work in a manner comparable with the best standards of practice. Resumes of personnel proposed to be used on the project shall be submitted for approval upon Notice of Award.

Continuity of personnel shall be maintained and transfers of key personnel shall be coordinated with the Engineer.

C. The Contractor shall provide a supervisor to be at the work site during cleaning and application operations. The supervisor shall have the authority to sign any change orders, coordinate work and make other decisions pertaining to the fulfillment of their contract.

D. Contractor shall provide approved sanitary facilities for all Contractor personnel, as no existing facilities will be available to the Contractor. Facilities shall be maintained during the project to complete standards established by Owner and shall be removed prior to Contractor’s departure from the site at completion of the project.

E. Dust, dirt, oil, grease, or any foreign matter which will affect the adhesion or durability of the finish must be removed by washing with clean rags dipped in an approved commercial cleaning solution, rinsed with clean water, and wiped dry with clean rags.

F. No rubber tire vehicles or equipment shall be permitted on the interior floor after the floor has been blasted.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 8 of 20 G. The Contractor’s equipment shall be designed for application of materials specified and shall be maintained in first class working condition. Compressors shall have suitable traps and filters to remove water and oils from the air. Blotter test shall be accomplished at each start-up period and as deemed necessary by the Engineer. Contractor’s equipment shall be subject to approval of the Engineer. This approval does not relieve the Contractor’s responsibility for the safe operation of the equipment or its performance.

1. Cleanliness of compressed air supply shall be verified daily, and as deemed necessary by Engineer, by directing a stream of air, without abrasive, from the blast nozzle onto a white blotter or cloth for twenty seconds. If oil or water appears on the blotter or cloth, all traps and separators shall be blown down until two subsequent twenty-second tests show no further oil or water.

H. Application of the first coat shall follow immediately after surface preparation and cleaning within an eight-hour period. If unforeseen weather conditions occur, as defined in 1.4 B.

QUALITY ASSURANCE, surfaces shall be re-cleaned per the original specifications prior to application of the first coat. Brush-off blast cleaning SSPC-SP7 (sweep blast) will not be accepted in lieu of SSPC-SP10 (Near-White Metal) blast.

1. If dehumidification equipment is required, cleaned areas shall have first coat applied at last shift of the week, as approved by the Engineer, provided dehumidification equipment has run continuously during the complete week, and surfaces meet all requirements of the specification. Monitoring devices approved by the Engineer shall be used to ensure continuous operation.

I. Because of presence of moisture and possible contaminants in atmosphere, care shall be taken to ensure previously coated or painted surfaces are protected or recleaned prior to application of subsequent coat(s). Methods of protection and recleaning shall be approved by the Engineer.

1. Project is subject to intermittent shutdown if, in the opinion of the Engineer, cleaning and application operations are creating a localized condition detrimental to ongoing facility activities, personnel or adjacent property.

2. In the event of emergency shutdown by the Engineer, Contractor shall immediately correct deficiencies. All additional costs created by shutdown shall be borne by Contractor.

J. The Contractor shall provide, at his own expense, all necessary power required for his operations under the contract.

K. Contractor shall seal any tank vents, pumps, motors, and other open areas to prevent intrusion of coating or paint or other contaminants. The sealing system shall be designed to allow continuous operation of facilities or equipment, with no detrimental effects. If necessary, sealing system shall be removed daily at termination of work, or as directed by the Engineer.

3.2 SURFACE PREPARATION, GENERAL
A. The latest revision of the following surface preparation specifications of the Society for Protective Coatings shall form a part of this specification. (Note: An element of surface HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 9 of 20 area is defined as any given square inch of surface.)

1. Solvent Cleaning (SSPC-SP1): Removal of oil, grease, soil and other contaminants by use of solvents, emulsions, cleaning compounds, steam cleaning or similar materials and methods, which involve a solvent or cleaning action.

2. Hand Tool Cleaning (SSPC-SP2): Removal of loose rust, loose mill scale and other detrimental foreign matter present to degree specified by hand chipping, scraping, sanding and wire brushing.

3. Power Tool Cleaning (SSPC-SP3): Removal of loose rust, loose mill scale and other detrimental foreign matter present to degree specified by power wire brushing, power impact tools or power sanders.

4. Commercial Blast Cleaning (SSPC-SP6): Blast cleaning until at least two-thirds of each element of surface area is free of all visible residue.

5. Brush-off Blast Cleaning (SSPC-SP7): Blast cleaning to remove loose rust, loose mill scale, and other detrimental foreign matter present to the degree specified.

6. Near-White Blast Cleaning (SSPC-SP10): Blast cleaning to near-white metal cleanliness, until at least ninety-five percent of each element of surface area is free of all visible residues.

7. Power Tool Cleaning to Bare Metal (SSPC-SP11): Power tool cleaning to produce a bare metal surface and to retain or produce a surface profile of at least 1.0 mil.

8. High and Ultra High Pressure Water Jetting (SSPC-SPWJ1 through 4): Water jet cleaning of metals to remove rust, mill scale, coating, paint and other detrimental foreign matter to present to varying degrees of cleanliness from light cleaning to clean to bare substrate.

B. Any burrs, weld spatter, sharp edges, corners, or rough welds which would cause difficulty in achieving a defect-free paint system shall be chipped or ground smooth in conformance to NACE Standard SP0178, latest edition. It is not the intent to have the welds or “scars” ground “flush”. The object of the grinding is to eliminate sharp edges, corners, and overlaps to provide a surface for the application of a uniform thickness of coating or paint without voids or other defects.

C. Abrasive blasting nozzles shall be equipped with “deadman” emergency shut-off nozzles.

Blast nozzle pressure shall be a minimum of 95 P.S.I. and shall be verified by using an approved nozzle pressure gage at each start-up period or as directed by the Engineer.

Number of nozzles used during all blast cleaning operations must be sufficient to ensure timely completion of project, subject to designation and approval by Engineer.

1. Contractor shall perform all modifications, interior surface preparation and coating application utilizing a minimum of two (2) blast nozzles per shift.

D. All blast hose connections shall be tethered and secured to prevent separation during blast cleaning operations and shall be taped with duct tape prior to pressurizing. All taped connections shall be visually inspected for leaks within five minutes after start of blast HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 10 of 20 cleaning operations and at the end of blast cleaning operations. Leaking connections shall be immediately repaired to prevent further damage.

E. Field blast cleaning for all surfaces shall be by dry method unless otherwise directed.

Contractor is responsible for maintaining dust emissions within the legal level and that level which would not create a nuisance.

F. Particle size of abrasives used in blast cleaning shall be that which will produce a 2.0 mil surface profile and a 3.0 mil profile for all surfaces ultimately receiving 100% solids coating, in accordance with recommendations of the manufacturer of the specified coating or paint system to be applied, subject to approval of Engineer.

G. Abrasive used in blast cleaning operations shall be new, washed, graded and free of contaminants which would interfere with adhesion of coatings and paints and shall not be reused unless specifically approved by the Engineer. Abrasives shall be certified for unconfined dry blasting pursuant to the California Administrative Code, Section 92520 of Subchapter 6, Title 17 or subsequent revision, and shall appear on the current listing of approved abrasives. Invoices or load sheets confirming above shall be required.

H. Recycled ferrous metallic abrasives must meet or exceed the cleanliness standards set forth in SSPC-AB2. The operating mix of abrasive media shall be such that a sharp angular not peened profile is produced. Any recycled abrasive shall be such that a sharp angular not peened profile is produced. Any recycled abrasive shall be designed for the use (i.e., steel grit) and be free of grease, oil, or other debris or contaminants that could be detrimental to the service life of the applied coatings. If steel shot media is used it shall be limited to no more than 1/3 of the operating mix. Recycled abrasive shall be tested for contamination through the use of a vial test in accordance with the procedures outlined in SSPC’s Publication 91-12 and ISO 8502-3.

I. During blast cleaning operations, caution shall be exercised to ensure existing coatings and paints are not exposed to abrasion from blast cleaning.

J. Blast cleaning from rolling scaffolds shall only be accomplished within confines of interior perimeter of scaffold. Reaching beyond limits of perimeter will be allowed only if blast nozzle is maintained in a position which will produce a profile acceptable to the Engineer.

K. Accessible interior surfaces of the outlet nozzle and that portion of the inlet nozzle permanently attached to the tank shall be cleaned of all old coating and rust by blast cleaning or other approved methods. Precautions shall be taken so as to prevent any damage to the existing gate or butterfly valves at the inlet and outlet nozzles. All exposed surfaces of the valves shall be masked prior to blast cleaning the nozzles. The removable portions of the inlet nozzle shall be removed and blast cleaned as specified herein.

L. During blast cleaning operations, inlet, outlet, overflow, and drain openings in bottom shall be covered with plywood bulkheads, or other approved barriers, to prevent entry of spent abrasive, removed coating or other foreign materials.

M. The Contractor shall keep the area of his work in a clean condition and shall not permit blasting materials to accumulate as to constitute a nuisance or hazard to the prosecution of the work or the operation of the existing facilities. Spent abrasives and other debris shall be removed at the Contractor’s expense as directed by the Engineer. As existing HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 11 of 20 exterior paints have been determined by laboratory analysis to be toxic or hazardous, coating/paint and coating/paint abrasive residue mixture shall be tested to ensure conformance with hazardous material tolerances have been met. It shall be the responsibility of the Contractor to provide adequate containers on the job site to retain spent media and removed coating and paint until tests have been completed or approval for disposal from a landfill has been obtained. Disposal of hazardous or toxic waste at other than government regulated landfills will not be permitted unless approved personally by the Engineer in Contractor’s plan of action for project. Documentation of all hazardous or toxic waste disposal will be required and a copy supplied to Owner.

N. Blast cleaned and coated and painted surfaces shall be cleaned prior to application of specified coatings or paints via a combination of blowing with clean dry air, brushing/brooming and/or vacuuming as directed by the Engineer. Air hose for blowing shall be at least 1/2" in diameter and shall be equipped with a shut-off device.

O. High and Ultra High Pressure Water Jetting (SSPC-SPWJ1 through 4) shall not be used on interior surfaces and shall only be used on exterior surfaces when and as directed by Engineer. Pressures shall be those determined by Engineer to effectively accomplish removal of loose, peeling/flaking coatings or paint or other detrimental surface contaminants.

3.3 HAZARDOUS MATERIALS, GENERAL
A. Contractor shall comply with Title 8, California Code of Regulations (CCR) Section 1532.1.

The Contractor shall submit a written compliance program. The compliance program shall address data specified in subsections (e)(2)(B) and (e)(2)(C) of Section 1532.1. Copies of all air monitoring or job site inspection reports shall be furnished within 10 days of monitoring or inspection.

B. Contractor shall comply with requirements of 40 CFR 261, (CCR) Title 22 Division 4.5, and HSC Division 20 Ch. 6.5 for handling and disposing of hazardous wastes resulting from surface contamination and removed coating and paint particles.

C. Contractor is responsible for maintaining dust emissions within the legal level and that level which would not create a nuisance. Dust emissions, abrasive deflection and removed paint particles shall be contained where abrasive blasting is being accomplished, unless vacuum blasting or other means of cleaning are approved by Engineer. No water, abrasive deflection or paint particles shall be allowed to land on the ground around the tank.

D. Transportation and Disposal of Debris: The Contractor shall arrange to have the debris transported from the site in accordance with the requirements of Title 40 CFR 263, and disposed of properly in accordance with Title 40 CFR 264 and 40 CFR 268 Protection of Environment. Signed manifests shall be returned to the Engineer to verify that all steps of the handling and disposal process have been completed properly. The Owner is considered the generator on this project; the Contractor will be named co-generator.

1. Written confirmation that the debris will be treated and disposed of in accordance with requirements of Title 40 CFR Part 264 and Title 40 CFR Part 268, CCR Title 22 Division 4.5, and HSC Division 20 Ch. 6.5 shall be received by the Engineer prior to start of the work. The waste will be disposed of as approved by Engineer HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 12 of 20 and Owner. The programs shall provide assurance that the debris is handled properly from cradle to grave, and include the necessary notifications and certifications on shipments, provide the name of the disposal facility, and include a schedule for the submittal of the completed manifests to the Engineer.

3.4 SURFACE PREPARATION, INSPECTION BLAST
A. Severely corroded surfaces designated by the Engineer shall be blast cleaned to SSPCSP10 (Blast Cleaning to Near-White Metal) to determine the condition of the substrate to determine if repair is required.

1. The hourly crew rate will be based on a minimum 4-man crew with the following minimum equipment:
a. A minimum No. 7 or No. 8 nozzle with a 2" diameter hose b. A minimum 425 compressor
c. A minimum 7 bag blast pot
d. Particle size of abrasive shall be a minimum 30 grit

3.5 SURFACE PREPARATION, NEW APPURTENANCES AND STRUCTURAL MEMBERS A. The interior and exterior surfaces of new appurtenances and structural members shall be blast cleaned, in conformance to Society for Protective Coatings Specification SSPC-SP10 (Blast Cleaning to Near-White Metal). Field blast cleaning for surfaces shall be by dry method.

1. Prior to coating and painting, remove the screening on the vents, store on-site, and reinstall after all interior coating and exterior painting are complete.

3.6 SURFACE PREPARATION, INTERIOR REPAIRS
Interior surfaces damaged from welding including, but not limited to, new appurtenances, lateral braces, straightened and/or new rafters, and areas from inspection blasting shall be blast cleaned, in conformance to Society for Protective Coatings Specification SSPC-SP10 (Blast Cleaning to Near-White Metal). Field blast cleaning for surfaces shall be by dry method.

3.7 SURFACE PREPARATION, 4-FOOT RADIUS OF RAFTERS, ROOF PLATES, AND

CENTER SUPPORT
A. Interior center support plate, 4-foot radius of the rafters, and roof plates at the center support plate surfaces shall be blast cleaned, in conformance to Society for Protective Coatings Specification SSPC-SP10 (Blast Cleaning to Near-White Metal). Field blast cleaning for all interior surfaces shall be by dry method.

1. The complete interior and exterior of the roof vents shall be blast cleaned to SSPCSP10 including one (1) foot past the roof penetrations onto the exterior roof when interior roof surfaces are blasted. The perimeter of the blast cleaned surfaces shall be cut to straight lines and the edge of the existing paint system sufficiently feathered to create a smooth transition between the two paint systems.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 13 of 20

2. The Contractor shall be responsible for removal and replacement of roof vent covers as needed to coat and paint all surfaces. Therefore, removal of the vent covers shall be coordinated between the coating contractor and the structural contractor. Prior to coating and painting, remove the screening on the vents, store on-site, and reinstall after all interior coating and exterior painting are complete.

B. The topside of the existing rafters and the roof plates above the rafters within a 4-foot radius of the center vent shall be abrasive blast cleaned in conformance to Society for Protective Coatings Specification SSPC-SP10 (Blast Cleaning to Near-White Metal).

1. Abrasive blast cleaning of the topside of the rafters and roof plates may require, but not be limited to, directing the blast nozzle at the roof to ricochet the abrasive off the roof, by wedging the roof, and/or utilizing angle or banana nozzles or other approved method that accomplishes the specified cleanliness.

2. Abrasive blasting in conformance to SSPC-SP10 (Blast Cleaning to Near-White Metal) will not be required in areas where the roof cannot be lifted above the rafters including, but not limited to, near the shell or areas where the roof plates are welded to the top angle or other structural members, as determined by the Engineer. These areas shall be abrasive blasted by the blast nozzle being directed at the void between the roof and topside of the rafter from both sides to remove all loose rust, mil scale and coating to accomplish the specified cleanliness of Brushoff Blast Cleaning (SSPC-SP7).

3. Wedging between the rafters and the roof plates a minimum of 1 ½" shall be accomplished by the Contractor for access by the Owner’s Inspector to inspect the topside of the rafters and roof plates.

3.8 SURFACE PREPARATION, EXTERIOR REPAIRS
Exterior surfaces damaged by welding new appurtenances and structural members, shall be blast cleaned in conformance to Society for Protective Coatings Specification SSPC-SP10 (Blast Cleaning to Near-White Metal) or power tool cleaned, in conformance to Society for Protective Coatings Specification SSPC-SP11, as determined by the Engineer.

3.9 APPLICATION, GENERAL
A. Coating and paint application shall conform to the requirements of the Society for Protective Coatings Paint Application Specification SSPC-PA1, latest revision, for “Shop, Field and Maintenance Painting”, the Owner, the manufacturer of the coating and paint materials printed literature and as specified herein and approved by the Engineer.

B. Thinning shall only be permitted as recommended by the manufacturer and approved by the Engineer and shall not exceed limits set by applicable regulatory agencies.

1. If Contractor applies any materials which have been modified or thinned to such a degree as to cause them to exceed established VOC levels, Contractor shall be responsible for any fines, costs, remedies, or legal action and costs that may result.

C. Each application of coating and paint shall be applied evenly, free of brush marks, sags, HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 14 of 20 runs and no evidence of poor workmanship. Care should be exercised to avoid lapping on glass or hardware. Coatings and paints shall be sharply cut to lines. Finished surfaces shall be free from defects or blemishes.

D. Protective coverings or drop cloths shall be used to protect floors, fixtures, equipment, prepared surface and applied paints. Personnel walking on exterior roof of tank shall take precautions to prevent damage or contamination of painted surfaces. If required by Engineer, personnel shall wear soft-soled shoes, or shoe coverings approved by Engineer. Care shall be exercised to prevent coating or paint from being spattered onto surfaces which are not to be coated or painted. Surfaces from which such material cannot be removed satisfactorily shall be refinished as required to produce a finish satisfactory to the Engineer.

E. All materials shall be applied as specified herein.

F. All welds and irregular surfaces shall receive a separate brush coat of the specified product prior to application of the intermediate coat and a separate brush coat prior to the application of the finish coat. Application of stripe coat shall not be accomplished simultaneously with spray coat and shall be allowed to dry a sufficient amount of time before application of subsequent spray coat. Coating and paint shall be brushed in multiple directions to ensure penetration and coverage, as approved by the Engineer.

These areas include, but are not limited to, welds, nuts, bolts, etc. Care shall be exercised to ensure dry film thickness of coatings and paints does not exceed the maximum thickness allowed by the manufacturer of the specific product being applied.

1. All welds and irregular surfaces ultimately receiving 100% solids epoxy coating only require one stripe coat between the prime coat and the 100% solids epoxy coating.

G. At conclusion of each day’s blast cleaning and coating and paint operations, a 6" wide strip of blast cleaned substrate shall remain uncoated to facilitate locating point of origin for successive day’s blast cleaning operations.

H. Epoxy coated surfaces or other multi-component materials exposed to excessive sunlight or an excessive time element beyond manufacturer’s recommended recoat cycle, shall be scarified by Brush-off Blast Cleaning (SSPC-SP7) or methods approved by Engineer, prior to application of additional coating. Scarified coating shall have sufficient depth to ensure a mechanical bond of subsequent coat, as recommended by the manufacturer.

I. All attachments, accessories, and appurtenances shall be prepared and finished in the same manner as specified for adjoining tank sections, except as specifically designated by the Engineer.

J. Each successive application of coating or paint shall be of sufficient contrast in color to facilitate inspection for uniform coverage of each coat. Owner shall designate finish colors.

3.10 APPLICATION, INTERIOR EPOXY COATING SYSTEM
A. New Appurtenances, Structural Members, Interior Spot Repairs

1. After completion of surface preparation as specified, all prepared surfaces shall HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 15 of 20 receive three 5.0 mil coats of epoxy coating specified under 2.2 D. SPECIFIC INTERIOR COATING MATERIALS. The total dry film thickness of the completed system shall be a minimum of 15.0 mils.

B. 4-Foot Radius of Rafters, Roof Plates, and Center Support

1. After completion of surface preparation as specified, all prepared surfaces shall receive three 5.0 mil coats of epoxy coating specified under 2.2 D. SPECIFIC INTERIOR COATING MATERIALS. The total dry film thickness of the completed system shall be a minimum of 15.0 mils.
a. Wedging between the rafters and roof plates a minimum of 1 ½" shall be accomplished by the Contractor during the coating process for the purposes of coating the topside of the rafters and inspection by Owner’s Inspector. Coating shall be accomplished in accordance with 3.9 F.

APPLICATION, GENERAL. The rafter wedges shall be moved between each coat and each stripe coat.
b. The roof vents prepared in accordance with 3.7 A. 1. shall be primed concurrently as one unit on all interior and exterior surfaces of the penetrations and shall receive first stripe coat, intermediate coat, second stripe coat and finish coat on the interior and exterior surfaces concurrently while these coats are being accomplished on the interior surfaces of the tank. c. Maximum dry film thickness allowed, if not specified in manufacturer’s approved literature, will be as determined, in writing, by the coating manufacturer’s headquarters technical representative.

3.11 QUALITY ASSURANCE, INTERIOR, EPOXY COATING SYSTEM
A. All coating components shall be mixed in exact proportions specified by the manufacturer.

Care shall be exercised to ensure all material is removed from containers during mixing and metering operations.

B. All coatings shall be thoroughly mixed, utilizing an approved slow-speed power mixer until all components are thoroughly combined and are of a smooth consistency. Coatings shall not be applied beyond pot-life limits or recoat cycles specified by manufacturer.

C. Thinners shall be added to coating materials only as required in accordance with manufacturer’s printed literature and in the presence of the Engineer. Quantities of thinner shall not exceed limits set by applicable regulatory agencies.

D. Application shall be by airless spray method, except as otherwise specified. Drying time between coats shall be strictly observed as stated in manufacturer’s printed instructions, except there shall be a minimum of 12 hours between coats.

E. Maximum time to recoat shall be strictly observed as stated in the manufacturer’s printed instructions. Contractor shall be responsible for all cost associated with application of coating within the recoat window. If the maximum recoat window is violated, the Contractor will be required to brush-off blast the surfaces as required by the manufacturer and the Engineer. The Contractor will be required to provide a fine abrasive that will not HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 16 of 20 unnecessarily damage the coating to be scarified. If recoat violation is caused by the Contractor’s schedule, all costs for brush-off blasting will be borne by the Contractor.

F. When two or more coats are specified, where possible, each coat shall contain sufficient approved color additive to act as an indicator of coverage or the coats must be of contrasting color.

G. Care shall be exercised during spray operations to hold the spray nozzle perpendicular and sufficiently close to surfaces being coated, to avoid excessive evaporation of volatile constituents and loss of material into the air or the bridging of cracks and crevices.

Reaching beyond limits of scaffold perimeter will not be permitted. All overspray identified by Engineer shall be removed by hand or pole sanding prior to application of subsequent coat.

H. Joint sealant may be applied by caulking gun, trowel or other approved method. Sealant shall be pressed firmly into voids to ensure 100% filling/sealing and applied at 1:1 ratio (45-degree angle) from the top edge of the plate. See detail in the plans.

I. Upon completion of coating operations and prior to caulking, after curing interval in accordance with manufacturer’s recommendations, holiday detection shall be accomplished, with a wirebrush electrode, using the specified instrument at 1,500 volts for the roof and shell surfaces and at 2,500 volts for all surfaces with 100% solids epoxy coating. Repair and retesting shall be accomplished as specified under 1.4 QUALITY ASSURANCE. Engineer is not precluded from verifying adequacy of holiday testing by accomplishing holiday detection of selected areas, using his own holiday detector.

1. Upon completion of coating application to bottom surfaces, lower shell surfaces of completed epoxy coating which may have been subjected to damage from abrasive blast cleaning of bottom surfaces shall be holiday detected again and repaired as noted above.

J. All mixing, thinning, application and holiday detection of coatings shall be accomplished in the presence of the Engineer.

K. A time element equivalent to 7 days curing time at 70 degrees F and 50% relative humidity shall be allowed before placing the epoxy coating into service, as determined in 3.12 FINAL CURING OF EPOXY COATINGS.

3.12 FINAL CURING OF EPOXY COATINGS
A. Upon completion and acceptance of applied coating system, Contractor shall furnish an approved exhaust fan or blower of sufficient capacity to ensure removal of solvent vapors during curing process. The fan or blower, after approval by Engineer, shall be installed as approved by the Engineer and shall remain in continuous operation until coating is completely cured as determined by the manufacturer of the coating system. Operation and maintenance of blower during curing operations shall be the responsibility of the Owner if Contractor has completed all ongoing work and workers are not working at the site. In the event of blower malfunction, Owner will immediately notify Contractor, who will be responsible for immediate repair of blower or furnishing of another operating blower until completion of curing operations.

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1. If dehumidification is being used, the equipment shall remain in-place and run continuously during all curing operations.

B. After completion of curing cycle as noted above, the Contractor shall test the applied coating with a solvent rub test performed in accordance with ASTM D5402 to verify, to the Engineer, adequate curing has been attained.

1. If final cure has not been attained, based on above tests, ventilation shall be continued until applied coating passes the “acetone wipe-test” or “hardness test”.

C. After final cure is approved by Engineer, Contractor shall remove fan or blower.

3.13 APPLICATION, EXTERIOR PAINT AND QUALITY ASSURANCE FOR PAINT SYSTEMS A. After completion of surface preparation as specified, all spot prepared exterior surfaces shall receive the primer specified under 2.4 D. SPECIFIC EXTERIOR PAINT MATERIALS. Dry film thickness shall not be less than 5.0 mils.

1. Manufacturer shall provide recoat window guidelines for product based on temperature variations with minimum and maximum recoat windows.

B. After proper drying interval, primed areas shall be carefully inspected to determine if paint edges have lifted or if other defects exist. If necessary, repairs shall be accomplished, using procedures as specified herein to affect a smooth transition between primer and subsequent coats.

C. The primer shall be clean, dry and show no evidence of oxidation, after which all surfaces shall receive the intermediate coat specified under 2.4 E. SPECIFIC EXTERIOR PAINT MATERIALS, to a dry film thickness of 3.0 mils.

1. Manufacturer shall provide recoat window guidelines for product based on temperature variations with minimum and maximum recoat windows.

D. After specified drying interval, all intermediate coated exterior surfaces shall receive the finish coat specified under 2.4 G. SPECIFIC EXTERIOR PAINT MATERIALS, to a dry film thickness of 3.0 mils. If the finish coat is applied by rolling, two coats of finish coat shall be applied.

E. All exterior surfaces of new appurtenances shall receive the finish coat specified under

2.4 G. SPECIFIC EXTERIOR PAINT MATERIALS, to a dry film thickness of 3.0 mils. If the finish coat is applied by rolling, two coats of finish coat shall be applied.

F. Total dry film thickness of the completed three-coat system shall not be less than 11.0 mils at any point in the surface where bare metal was originally exposed, or less than 8.0 mils above the previous thickness where the new two-coat system was applied over existing paint.

1. Prior to start of intermediate coat application, Contractor and Engineer shall conduct spot dry film thickness tests to determine the minimum dry film thickness of the existing paint system. A mutual agreement shall be reached as to the specific dry film thickness of the existing paint system, which shall then be used in HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 18 of 20 determining if sufficient additional paint has been applied over the existing paint. a. Maximum dry film thickness allowed, if not specified in manufacturer’s approved literature, will be as determined, in writing, by the paint manufacturer’s headquarters technical representative.
b. Paint shall not be applied when wind speed exceeds fifteen miles per hour.

2. Prior to applying the finish coat, the tank bottom plate extension (BPE) shall receive two brush coats of the epoxy coating.

G. Upon completion of exterior painting operations, inspection shall be accomplished as specified under 1.4 QUALITY ASSURANCE. All applicable sections of 3.11 QUALITY ASSURANCE, INTERIOR, EPOXY COATING SYSTEM shall apply to exterior painting operations.

H. All mixing, thinning, application and holiday detection of coatings and paints shall be accomplished in the presence of the Engineer.

I. Color Scheme: The Owner shall select colors for the project. The Contractor shall submit a current chart of the manufacturer’s available colors to the Owner’s representative ten days prior to start of painting operations.

3.14 DISINFECTION
A. Disinfecting of interior surfaces of the tank shall be accomplished in the presence of the Engineer and Owner’s Operations, in conformance to AWWA Standard C652 Section 4.3 Chlorination Method 2 as modified herein:

1. Disinfection shall be accomplished after completion and acceptance by Owner of all interior recoating and curing of coating as required in 3.12 FINAL CURING OF EPOXY COATINGS.

2. Prior to disinfecting, the complete interior shall be cleaned with an approved cleaner or detergent applied via high pressure method. If deemed necessary by Engineer because of contaminants remaining on surfaces, immersed areas shall be scrubbed with a brush or similar implement which will apply force and pressure to the surface to completely remove residual solvents and other surface contaminants.

3. Contractor shall coordinate with the Owner to purge all tank piping to remove stagnant water and any debris trapped in the line prior to disinfecting the interior of the tank.

4. Cleaned surfaces shall then be rinsed with clean water. Residual water and contamination removed during washing process shall be thoroughly flushed from tank. Contractor shall obtain approval of Owner prior to draining any residual water to waste. This operation shall be accomplished after completion of interior coating work as directed by the Engineer.

5. After completion of cleaning cycles as noted above, all interior surfaces shall be HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 19 of 20 jet washed with a chlorine or chloramine solution having a content of 200 PPM.

Chlorine or chloramine solution used to disinfect the interior of the tank shall remain in the bottom of the tank when the tank is filled. a. Contractor shall furnish and install new white NSF approved gaskets and stainless steel blue coated nuts and bolts for the manholes and seal-up the tank.

6. Once the tank has been completely filled, the tank will be isolated from the water system and the Owner will take a Bac-T test. Should the Bac-T test fail, the Contractor will be responsible for reimbursing the Owner for the rejected and drained water and will be required to re-chlorinate the tank as described above until the Bac-T tests are negative.

3.15 TESTING FOR VOLATILE ORGANIC COMPOUNDS (VOC’S)
A. To monitor the presence of VOC’s leached into the water from the coating process, the following procedure shall be utilized:

1. After satisfactory curing, the tank shall be filled by Owner in accordance with standard filling procedure. Water shall then be retained for a period of five days.

2. On the sixth day following completion of the filling of the tank, the Owner will perform a “sniff” test to determine if unacceptable chemical odor is present.

3. On the sixth day following completion of filling of tank and passing the “sniff test”, samples of water shall be removed by Owner, in accordance with latest SWRCB Division of Drinking Water memoranda. Samples shall then be forwarded, by Owner, to an approved test laboratory for testing to determine presence of VOC’s.

4. After testing of samples, results must show levels of leached organics to be in accordance with levels established by the SWRCB Division of Drinking Water for various VOC’s. Results will be verified by SWRCB Division of Drinking Water.

5. If levels of leached organics exceed those acceptable to the SWRCB Division of Drinking Water, the tank shall be drained, flushed, refilled, and retested at the Contractor’s expense. Failure of the tank to attain levels acceptable to the SWRCB Division of Drinking Water shall be the responsibility of the Contractor and remedial measures to attain such levels shall be at his sole expense.

6. If leached organics produce any taste and odor objectionable to consumers of the water from the tank, the tank shall be drained, re-cleaned, flushed, refilled and retested at the Contractor’s expense. Failure of the tank to be taste and odor-free shall be the responsibility of the Contractor and remedial measures to attain such a condition shall be at his sole expense.

3.16 CLEANUP
Upon completion of the work, all staging, scaffolding and containers shall be removed from the site or destroyed in a manner approved by the Engineer. Coating, paint and thinner containers, and excess coatings, paints, and thinners, shall be disposed of in HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 09 97 14 – TANK COATING AND PAINTING SPECIFICATION 20 of 20 conformance to current regulations. Coating or paint spots upon adjacent surfaces shall be removed and the entire job site cleaned. All damage to surfaces resulting from the work of this section shall be cleaned, repaired or refinished to the complete satisfaction of the Engineer at no cost to the Owner.

3.17 OMISSIONS
Care has been taken to delineate herein those surfaces to be coated or painted. However, if coating and painting requirements have been inadvertently omitted from this section or any other section of the specifications, it is intended that all metal surfaces, unless specifically exempted herein, shall receive a first-class protective system equal to that given the same type surface pursuant to these specifications.

END OF SECTION
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 33 16 19 – MISCELLANEOUS STRUCTURAL MODIFICATIONS 1 of 7 SECTION 33 16 19 – MISCELLANEOUS STRUCTURAL MODIFICATIONS PART 1 - GENERAL

1.1 PURPOSE
This specification establishes methods and procedures for miscellaneous structural and safety modifications.

1.2 APPLICABLE STANDARDS AND SPECIFICATIONS
A. Welding and design shall be accomplished in conformance to the latest revision of AWWA D100 Standard for Welded Steel Tanks for Water Storage. Where tolerances and details are not defined by the AWWA Standard, the applicable sections of the American Petroleum Institute (API) Standard 650 shall apply. Welders shall be certified to the procedure and process called for in the work, and certification papers shall be on file with the Contractor at the job site, or in possession of welders at all times.

B. Original plans and typical sketch drawings are included as specific references. Contractor is to submit shop drawings or sketches in detail of each item to be added, replaced or modified, as noted in 1.4.

1.3 CONTRACTOR
The Contractor shall be licensed under the laws of the State of California in the classification of General Engineering “A”. He shall have a minimum of five years practical experience and successful history of similar new steel tanks. Contractor shall substantiate this requirement by furnishing a written list of references. The Owner reserves the right to contact references not on the written list provided by the Contractor.

1.4 SUBMITTALS
A. Electronic submittals in pdf format of detailed shop drawings or sketches of field work and required calculations shall be submitted to the Engineer for review for all structural work.

Drawings or sketches shall contain sufficient details to clearly define work to be accomplished. Submitted drawings and calculations shall be stamped and signed by a California licensed Structural or Civil Engineer. Fabrication or installation shall not be commenced prior to review and approval of shop drawings or sketches.

B. An electronic submittal will be accepted in only the following format.

1. The file shall be in pdf format.

2. Each project submittal shall be a separate file.

3. Each file shall be labeled in the following sequence:
a. Owner Name/Project Name
b. Submittal No.
c. Description
HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 33 16 19 – MISCELLANEOUS STRUCTURAL MODIFICATIONS 2 of 7

1.5 QUALITY ASSURANCE
Welding procedures and welding operators shall have been qualified in accordance with AWWA D100 Standard. All butt joints shall be complete penetration and fusion of joints.

All completed welds shall be free of slag and all finish steel surfaces free from weld spatters. Examination of the welded joints shall be made as the work progresses in accordance with API 653 Section 10 (Revised), herein included as part of this specification.

PART 2 - MATERIALS OF CONSTRUCTION

2.1 GENERAL
A. All materials specified are those, which have been evaluated for the specific use. Any proposed substitutions must be submitted to the Engineer prior to the bid opening.

B. All steel plate components shall be fabricated from new ASTM A-36 material and all new carbon steel pipe shall be ASTM A-53 material. Contractor shall provide certified mill test reports for all steel plate and pipe.

C. Materials of construction not specified as noted herein, shall be as noted in applicable sections of Standard Specifications for Public Works Construction, latest edition.

2.2 PRODUCTS
A. Vent Screening:

1. Screening: Shall be aluminum wire 20 mesh and 2 mesh from TWP or approved equal

2. Banding and Straps: Shall be ½" aluminum banding with aluminum wing seals from metrosupplycollc.com or approved equal

3. Tensioning Tool: Push Bar Tension for securing banding shall be from metrosupplycollc.com or approved equal.

B. Nuts and Bolts: All bolts and nuts used on the interior of the tank shall be ASTM A307 steel galvanized after fabrication or A325 for structural members.

C. Insulating Flange Kits: Insulating flange kits shall include insulating sleeves, gaskets, and insulating washers for each flange bolt. Sleeves shall be full length and shall cover the entire bolt. Insulating gaskets shall be full-faced. Insulating flange kit shall be as manufactured by PSI, Pipeline Seal and Insulator, Inc. or approved equal.

PART 3 - EXECUTION

3.1 GENERAL
A. All work shall be executed in accordance with the requirements of the American Water Works Association Standard D100, latest revision, the Owner, and these specifications.

Where the foregoing standards, recommendations, and specifications are conflicting, said HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 33 16 19 – MISCELLANEOUS STRUCTURAL MODIFICATIONS 3 of 7 conflicts shall be brought to the attention of the Engineer.

B. All work shall be executed by skilled craftsmen qualified to accomplish the required work in a manner comparable with the best standards of practice. Resumes of personnel to be used on the project shall be submitted upon Notice of Award. Continuity of personnel shall be maintained and transfers of key personnel shall be coordinated with the Engineer.

C. The Contractor shall provide a Project Superintendent to be at the work site during all operations. The superintendent shall have the authority to sign any change orders, pay estimates coordinate work and make other decisions pertaining to the execution of their contract.

D. The Contractor shall cooperate with the Owner who may be conducting other operations on or near the tank.

E. All installation and repair work shall be accomplished in such a way as to minimize tank down-time. All repair operations shall be completed so as not to impair completion schedule for project, which includes subsequent recoating and repainting of tank by others.

F. The Contractor shall coordinate with the Owner at least seven (7) days before starting work at the site.

G. All equipment, piping, and surfaces of the tank shall be protected from all damage and dust or other deleterious material infiltration during the operations of the Contractor. Any items damaged by the operations of the Contractor shall be replaced in kind or acceptably repaired to the satisfaction of the Engineer by the Contractor at no cost to the Owner.

H. All work shall be made accessible to the Engineer at all times. The Owner may use own forces, engage full-time independent inspection services, or perform inspections intermittently. The Contractor is to supervise the job properly between inspections.

I. The Engineer shall inspect the cleaning of pitted areas prior to welding and following post-weld repair applications.

J. Any burrs, weld spatter, sharp edges, corners, or rough welds that would cause difficulty in achieving a defect-free paint system shall be chipped or ground smooth in conformance to NACE Standard SP0178, latest edition. It is not the intent to have the welds or “scars” ground “flush”. The object of the grinding is to eliminate sharp edges, corners, and overlaps to provide a surface for the application of a uniform thickness of coating or paint without voids or other defects.

K. Should vents, holes, rigging attachments, or any other modification, cutting or welding be required to meet safety standards, they may be accomplished at the expense of the Contractor upon submitting of details in writing to, and with subsequent approval by the Engineer.

L. Where it is necessary to abrasively blast clean or chemically strip coated or painted areas prior to, and after, any welding operations, work will be coordinated with the Engineer.

M. Any remedial cleaning, coating, and painting application shall be accomplished in HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 33 16 19 – MISCELLANEOUS STRUCTURAL MODIFICATIONS 4 of 7 accordance with the requirements listed in Section 3.2.

N. Contractor shall provide approved sanitary facilities for all Contractor personnel, as no existing facilities will be available to the Contractor. Facilities shall be maintained during duration of project to complete standards of the Owner and shall be removed prior to Contractor’s departure from the site at completion of the project.

O. The Contractor’s equipment shall be designed for installation of materials specified and shall be maintained in first class working condition. Contractor’s equipment shall be subject to approval of the Engineer.

P. The Contractor shall provide, at his own expense, all necessary power and scaffolding required for his operations under the contract.

1. The interior of the tank will be recoated and the exterior repainted upon completion and acceptance of the structural modifications. Contractor may privately arrange for the coating and painting contractor to furnish scaffolding for accomplishment of all structural work prior to use of scaffolding for his work.

3.2 HEAVY METAL COMPLIANCE AND TESTING
Contractor shall comply with requirements of the California Department of Public Health Title 22 and Cal/OSHA Title 8 for worker protection during removal of paint and handling of hazardous wastes resulting from surface contamination and any removed paint particles. Contractor will remove existing interior coating and exterior paint where cutting, burning and welding will be accomplished. If any additional exterior paint is to be removed, submittal of a written plan of action for the project shall be accomplished by Contractor prior to start of project.

3.3 MODIFICATIONS AND REPAIRS
A. Preparation: Prior to removal, modification or installation of any materials or fittings, existing exterior paint within six inches of specified work will be removed by Contractor in conformance to regulations noted in 3.2. Contractor shall be responsible for removal of paint to a degree the existing paint will not interfere with any cutting, burning or welding operations.

B. Welding: Welding shall be accomplished as specified herein and in conformance to referenced standards and industry practice.

C. Drawings and Sketches: Available original site, piping and accessory drawings and miscellaneous typical sketch drawings are included as specific references. Contractor is to submit shop drawings or sketches in detail of each item to be added, replaced or modified, as noted in 1.4.

D. Lateral Bracing: Furnish and install 3 ½" x 3 ½" x 1/4" lateral bracing at the midspan of the rafters, in accordance with the plans.

E. Existing 24" Manhole: Remove and dispose of existing south manhole and reinforcing plate and install insert plate in the existing shell opening. The replacement plate in the shell shall be welded with butt joints with complete penetration and complete fusion. The HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 33 16 19 – MISCELLANEOUS STRUCTURAL MODIFICATIONS 5 of 7 welds shall be in accordance with API Std. 650 5.1.5.1 through 5.1.5.3. The thickness of the replacement plate shall not be less than the thickness of the existing shell plate.

1. All welds will require X-ray examination to be supplied by the Contractor and included in the Contractor’s lump sum bid item.

F. New 36" Manholes: Furnish and install new 36" diameter bolted and hinged manholes and reinforcing plates per API 650, Section 5.7, Figures 5.7 and 5.8 and Tables 5.3 through

5.8. Location shall be per the plans and field verified by the Engineer. The determination for structural reinforcement of the existing tank shall be determined by a licensed California structural engineer, experienced in tank design, for the Contractor, including submittal of calculations.

G. New Manhole Ladder and Platform: Fabricate and install a new fiberglass ladder and platform on the interior at both new manhole locations, in accordance with the plans.

1. The new fiberglass ladder, meeting Cal/OSHA requirements, shall be installed in accordance with the plans. Isolator sleeves and washers shall be installed where dissimilar metals are in contact.

2. The platform frame and braces shall consist of 3.5" x 3.5" x 3/8" angle and shall be installed in accordance with the plans.

3. The fiberglass grating shall span a maximum of 36" with a minimum rating of 100- pound distributed load over the platform and 300-pound concentrated load. The brackets/bolts used to secure the grating to the platform shall be either carbon steel or galvanized with insulators.

H. Pit/Perforation Treatment: Excessively pitted or perforated areas shall be either filled with weld metal and ground smooth or covered with a metal plate of the same plate thickness, as determined necessary by the Engineer. Plate shall extend three inches beyond pit or perforation with a 100% fillet weld around perimeter of plate.

I. Grinding: Excessively corroded areas that comprise of sharp edges from sandblasting shall be ground smooth and rounded, as determined necessary by the Engineer.

J. Straighten Rafters: Existing rafters shall be straightened by the following process:

1. Starting at one of the straighter rafters, weld four 5" gussets to the roof plate equally spaced along the rafter to be used with a come-along to straighten out the rafter.

2. Stabilize the newly straightened rafter with six 3" long (3 ½" x 3 ½" x ¼") keepers welded to the roof plate perpendicular to the rafter equally spaced alternating sides of the rafters.

3. Take the next adjacent rafter and jack it into position by pushing or pulling the second rafter to the first one until the second one is also straightened. The rafter may need to be loosened at the center support and the earthquake rod.

4. The second rafter would then be secured to the first rafter by welding a 3 ½" x 3 HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 33 16 19 – MISCELLANEOUS STRUCTURAL MODIFICATIONS 6 of 7 ½" x ¼" angle lateral brace in place at the midspan of the rafters. If rafter is loosened from the center column, reconnect it to the center column.

5. Continue in a clockwise direction, straightening subsequent rafters as outlined above. Variations on the above noted process must be submitted by the Contractor for review by the Engineer.

K. Rafter Replacement (Full-Length): Remove existing severely corroded rafters, as determined necessary by the Engineer, and replace with new rafters in like-kind. The top of the rafters shall be shop coated in accordance with Section 09 97 14 prior to installation.

The Contractor shall field verify the rafter sizes and lengths prior to fabricating. Work shall be accomplished on the basis of each. The gusset plates, nuts and bolts shall be replaced.

The Contractor may NOT cut holes in the roof to install the rafters.

1. Existing rafters are W10x17 and approximately 41 feet in length.

2. The existing rafters are welded to the center support plate and the shell connection. The Contractor will be required to furnish and install new gusset plates and nuts and bolts at the center support plate connection or at the shell connection.

L. Rafter Replacement (3-Foot Section): Remove existing severely corroded 3-foot section of each rafter at the center support plate, as determined necessary by the Engineer, and replace with new rafters in like-kind. The top of the rafters shall be shop coated in accordance with Section 09 97 14 prior to installation. The Contractor shall field verify the rafter sizes and lengths prior to fabricating. Work shall be accomplished on the basis of each.

1. Existing rafters are W10x17 and approximately 41 feet in length.

2. The existing rafters are welded to the center support plate, but the Contractor will be required to furnish and install new gusset plates and nuts and bolts for connection at the center support plate.

3. The Contractor may NOT cut holes in the roof to install the rafters.

M. Roof Patch Plates: Seal weld patch plates over holes in the exterior roof, as determined necessary by the Engineer. Furnish and install ¼" thick steel plate and seal weld with a 100% fillet around the perimeter of the plate on the exterior and interior of the tank. Plate shall extend a minimum of three inches beyond hole.

3.4 TESTING
A. The Contractor shall furnish all material, labor, and equipment necessary to test the modifications as specified herein. Testing shall be completed prior to acceptance of work as complete and meeting the requirements of the specification.

B. Spot examination of the welded joints shall be made as the work progresses by magnetic particle, dye penetrant method, or by spot radiographic examination as applicable.

C. All defects uncovered by testing process shall be corrected and retested until such defects are eliminated.

HARPER & ASSOCIATES AMADOR TANK PHASE II REHABILITATION March 2023 ENGINEERING, INC. 33 16 19 – MISCELLANEOUS STRUCTURAL MODIFICATIONS 7 of 7 D. Contractor shall provide a watertight installation. After flushing of the chlorinated water and upon filling of the tank, any leaks, which occur on the tank or appurtenant piping shall be repaired by the Contractor at his expense and to the satisfaction of the Engineer. All chlorinated water shall be de-chlorinated in accordance with the Owner’s NPDES permit prior to disposal.

3.5 CLEANUP
Upon completion of the work, all staging, erection brackets, scaffolding and debris shall be removed from the tank and site and disposed in a manner approved by the Engineer.

The entire job site shall be left in a clean condition.

END OF SECTION
SITE LOCATION: 204 AMADOR STREET, CRESCENT CITY, CA
N

PROJECT

LOCATION

PLANS FOR

AMADOR TANK PHASE II

REHABILITATION PROJECT

CRESCENT CITY, CALIFORNIA
MARCH 2023

LIST OF DRAWINGS

SHEET DRAWING DESCRIPTION

CITY OF CRESCENT CITY

PROJECT

LOCATION
N

PROJECT

LOCATION
N

CONSTRUCTION NOTES

CITY COUNCIL AGENDA REPORT
TO: MAYOR WRIGHT AND MEMBERS OF THE CITY COUNCIL
FROM: ERIC WIER, CITY MANAGER
BY: RICHARD GRIFFIN, CHIEF OF POLICE

KEVIN CAREY, FIRE CHIEF
DATE: APRIL 3, 2023
SUBJECT: CCPD & CCFR BUDGET ADJUSTMENT FOR FISCAL YEAR 2022-2023 __________________________________________________________________

RECOMMENDATION
• Approve and adopt Resolution No. 2023-22, A RESOLUTION OF THE CITY

COUNCIL OF THE CITY OF CRESCENT CITY AMENDING THE FISCAL YEAR 2022-23 BUDGET OF THE CITY OF CRESCENT CITY

BACKGROUND
On March 29, 2023, the Measure S Oversight Committee met and discussed items requested by the Fire Chief and the Chief of Police to fund public safety priorities needed this fiscal year (FY 22-23). Due to inflation and rising cost of equipment the Fire Chief requested an additional $5,000 to complete the purchase of a Self-Contained Breathing Apparatus (SCBA) Compressor. The Chief of Police requested an additional $70,000 to purchase a police patrol vehicle and an additional $9,700 to purchase needed equipment for installation of in-car dash cameras. The Measure S Oversight Committee voted unanimously to recommend the addition of the requested items to the Fiscal Year 2022- 23 budget with the use of Measure S funds.

ANALYSIS
In looking at the current needs for the police department, Chief Griffin has located a 2019 Ford Police Interceptor patrol vehicle that is currently for sale in Seattle, Washington. The vehicle is slightly used with 11,600 miles on it, but it has not been used for patrol duty use. The five-year plan developed by the Measure S Oversight Committee anticipated purchasing two patrol vehicles in FY 21-22, two in FY 22-23, and two in FY 23-24 (and then one per year going forward). One vehicle was able to be purchased in FY 21-22 (the budget for the second was rolled over into FY 22-23) and three have been purchased in FY 22-23. Under the recommended five-year plan, the next two vehicles would be budgeted in FY 23-24.

City Council Agenda Report
CCPD & CCFR Fiscal year 2022-23 Budget Adjustment
2023 April 3, 2023
The Measure S Oversight Committee recommended moving $70,000 of the recommended budget for FY 23-24 into the current fiscal year to purchase the 2019 Police Interceptor and also finish outfitting the other vehicles that were already purchased during this fiscal year. The total price of the vehicle Chief Griffin located is approximately $30,000 and the outfitting (lights, sirens, cage, equipment mounting, and CCPD decals) of all three new purchases will encumber the remaining $40,000. By advancing this purchase into the current FY 22-23 budget, next year’s FY 23-24 recommended budget will be decreased to purchase just one new patrol vehicle. Over the three-year period, the number of patrol vehicles purchased will still be six in total.

The Measure S Oversight Committee and the City Council have also previously approved a contract with AXON Enterprises to install five in-car dash cameras to the current patrol vehicles. With an expected fleet of ten vehicles operating, Chief Griffin is requesting to install cameras into each vehicle. To be ready for the installation of the in-car cameras the city would need to purchase laptops, mounting brackets, software licenses, and pay for cellular connections to the laptops. Previously the City Council voted to approve a total of $22,000 in the current fiscal year budget for the purchase of tablets and to pay for the first year of the lease of five cameras. An additional $9,700 is needed to be able to purchase the equipment required to be ready for the camera installation, with an expected go-live date to coincide with the first part of the next fiscal year. The annual lease payment for all ten dash cameras and service of approximately $36,400 will be recommended by the Measure S Oversight Committee for the Council to be included in the FY 23-24 budget.

Pending Council approval and direction the Fire Department SCBA compressor will be ordered immediately. However, given long lead time of this equipment it is unknown if the item will be received in FY 22-23 or if the funds will need to be rolled over to next fiscal year.

FISCAL IMPACT
The purchase of the Fire Compressor, Police Patrol Vehicle, and Police Vehicle cameras in the amount of $84,700 was unanimously recommended by the Measure S Oversight Committee. If approved the Measure S unallocated fund balance (which was $405,485 as of June 30, 2022) would decrease by this amount.

ATTACHMENTS
• Resolution 2023-22
• Quote for 2019 Ford Police Interceptor
CITY OF CRESCENT CITY RESOLUTION NO. 2023-22 Page 1
RESOLUTION NO. 2023-22

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CRESCENT CITY AMENDING THE FISCAL YEAR 2022-23 BUDGET OF THE CITY OF CRESCENT CITY
WHEREAS, the budget for the fiscal year beginning July 1, 2022, as submitted by the City Manager, was reviewed by the City Council and a public hearing was held thereon the 20th day of June 2022; and WHEREAS, the City Council adopted said budget by way of Resolution No. 2022-44 and has the authority to amend said budget from time to time; and
WHEREAS, the Measure S Oversight Committee held a public meeting on March 29, 2023 and discussed items requested by the Fire Chief and the Chief of Police to fund public safety priorities needed this fiscal year; and WHEREAS, the Fire Chief has need of an additional $5,000 to complete the purchase of an SCBA compressor, and the Police Chief has need for additional vehicle purchases in the amount of $70,000 and additional cost for car dash cameras in the amount of $9,700; and
WHEREAS, the Measure S Oversight Committee voted unanimously to recommend the addition of these requested items to the Fiscal Year 2022-23 budget with the use of Measure S funds; and WHEREAS, the City Council agrees with the recommendations of the Measure S Oversight Committee for public safety needs in the current fiscal year; and
WHEREAS, fulfillment of these priorities requires an amendment to the budget.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CRESCENT CITY AS FOLLOWS:

That the Fiscal Year 2022-23 City of Crescent City Annual Budget is hereby amended and appropriated in the amounts identified below:

Revenue Increase (Decrease) Expenditure Increase (Decrease) General Fund $84,700
Police Vehicle Replacement Fund $70,000 $70,000
APPROVED and ADOPTED and made effective the same day at a regular meeting of the City Council of the City of Crescent City held on the 3rd day of April 2023 by the following polled vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
_______________________________
Isaiah Wright, Mayor
ATTEST:
_____________________________
Robin Altman, City Clerk
3/27/23, 8:03 AM Desking 3.0 | Application
https://apps.vinmanager.com/vinconnect/#/CarDashboard/Desking/DeskingLoader.ashx 1/1 Buyer: Richard Griffin
Home Phone: (707) 951-4485 Salesperson: James McGee
Date/Time: 3/27/2023 8:03:14 AM
Selling Price $25,000.00
Trade Allowance 0.00
Trade Payoff 0.00
Cash Down 0.00
Doc Fee $200.00
Total Taxes $2,228.50
Amount Financed $27,428.50
VIN: 1FM5K8ARXKGB14976
Odometer: 11,683
Body Type: Sport Utility
2019 Ford Police Interceptor U 24448
With approved credit.

X X
Customer Signature Date Manager Signature Date
April 4, 2023
Del Norte High School
Attn: Jeff VanPelt, Metal Shop
1301 El Dorado Street
Crescent City, CA 95531
RE: Lighthouse toppers for Sister City kiosks
Dear Students:

The City Council of the City of Crescent City would like to extend sincere gratitude to the students of the Metal Shop who used their skills and talents to create the Lighthouse feature for our new Sister City kiosk. Your contribution to this project is greatly appreciated.

Sincerely,
Isaiah Wright Blake Inscore
Mayor Mayor Pro Tem
Raymond Altman Jason Greenough Kelly Schellong
Council Member Council Member Council Member

CITY COUNCIL AGENDA REPORT
TO: MAYOR WRIGHT AND MEMBERS OF THE CITY COUNCIL
FROM: ERIC WIER, CITY MANAGER
BY: MARTHA D. RICE, CITY ATTORNEY
DATE: APRIL 3, 2023
SUBJECT: DRAFT TOBACCO RETAIL LICENSE ORDINANCE DISCUSSION ______________________________________________________________________

RECOMMENDATION
• Hear staff report
• Technical questions from the Council
• Receive public comment
• Further Council discussion
• Give direction to staff regarding contents of the draft tobaccoretail license ordinance

BACKGROUND
At the March 20, 2023 City Council meeting, the Council directed staff to bring back a draft tobacco retail license ordinance for consideration. The contents of the ordinance were to mirror the contents of the County’s ordinance, which contains the following basic regulations:

1. Prohibits the sale of tobacco in any store that contains a pharmacy.

2. Limits the issuance of tobacco retail licenses to retailers that were in business on July 1, 2022 and provides that said licenses are not transferable between locations or persons.

3. Prohibits advertising tobacco products within 500 feet of schools, playgrounds, child daycare facility, community center or public library.

4. Prohibits the advertising or placement of tobacco products within 5 feet of candy, snack, or non-alcoholic beverage displays, unless access to the premises is limited to persons of age 21 and older.

5. Makes the violation of any state or federal law related to the marketing, sale, or distribution of tobacco products an administrative violation that would result in a fine and automatic revocation of the TRL. After 60 days, the retailer could re-apply for a TRL.

DRAFT TRL ORDINANCE
April 3, 2023
2 The City currently requires a conditional use permit for the establishment of a new tobacco retailer (post 2015). The CUP is offered in the C-1, C-2 and CW zones (CCMC Ch. 17.91).

The purpose of the CUP is to give the Planning Commission the opportunity to evaluate whether the proposed location is appropriate given its proximity (or lack of proximity) to youth-oriented uses (schools, parks, arcades, recreation facilities, etc.). Chapter 17.91 contains additional regulations on tobacco sales and advertising. Five of these regulations are essentially duplicative of state or federal law. Two of them are strictly local regulations:

1. The advertising of tobacco products is prohibited in any publicly visible location within 500 feet of a school, playground, daycare center, public community center, or public library (except within a store and not directed outward).

2. Stores that have 3500 SF or less of retail floor area may only cover 10% of each window or door with signs, banners, ads, etc.

The City currently has 10 active tobacco retail establishments (4 gas stations, 3 liquor stores, 1 smoke shop, 1 drug store, and 1 grocery store). If the City Council adopts a TRL ordinance that prohibits retailers with pharmacies from selling tobacco, then the number will fall to 8 as Rite Aid and Safeway would not be eligible to obtain a TRL nor to continue selling tobacco products after July 1, 2023.

If the City Council adopts a TRL ordinance like the county’s ordinance, which limits licenses to existing businesses at existing locations, then the CUP requirement will become much less relevant because new locations and new retailers will not be an option.

The City currently has one tobacco retailer operating under a conditional use permit, the Smoke Shop adjacent to Starbucks.

ITEM ANALYSIS
The draft ordinance included with this staff report contains the provisions contained in the County’s ordinance with a few modifications (in red). Three modifications to note are the following:

1. Tobacco Retailers must maintain a City business license and California CDTFA tobacco retailer license at all times.

2. There is a progressive suspension scheme that could lead to permanent revocation of the TRL.

3. Tobacco advertisements are prohibited within 5 feet of toys as well as candy, snack and non-alcoholic beverage displays.

The draft ordinance proposes July 1st as the date upon which all tobacco retailers must have a TRL or cease selling tobacco. The draft ordinance includes the date of March 20, 2023 as the date upon which a tobacco retailer must have been in business in order to apply for a TRL under the new ordinance. Thus, no new tobacco retailers would be allowed after the date the City Council gave direction to bring back a draft TRL ordinance.

DRAFT TRL ORDINANCE
April 3, 2023
3 FISCAL ANALYSIS
Direction to staff will have no direct fiscal impact. There will be staff time associated with the development of the ordinance, processing licenses, administration, enforcement and oversight. The fiscal impact will partly depend upon whether a fee is implemented as part of the licensing program.

STRATEGIC PLAN ANALYSIS
This action is consistent with the following Strategic Plan Goals and Objectives:

GOAL 1: Support quality services, community safety, and health to enhance the quality of life and experience of our residents and visitors; (F) Incorporate health considerations into decision-making.

ATTACHMENTS

1. Draft Crescent City TRL

2. Del Norte County TRL

Page 1 of 3 ends
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