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CAG2020-079 - Original - HCI Industrial & Marine Coatings, Inc. - 125K Reservoir Recoating and Fall Protection Improvements - 03/03/2020
.40 a 4 KENT WASHINGTON Agreement Routing Form For Approvals, Signatures and Records Management This form combines & replaces the Request for Mayor's Signature and Contract Cover Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Nancy Yoshitake for Bryan Bond Public Works Date Sent: Date Required: > 3/2/20 3/9/20 0 Authorized to Sign: Date of Council Approval: L �- Q ❑ Director or Designee 0 Mayor 2/18/20 Budget Account Number: Grant? ❑ Yes 0 No W20050 Budget? 0 Yes ❑ No Type: Vendor Name: Category: HCI Industrial & Marine Coatings, Inc. Contract Vendor Number: Sub -Category: = 1787669 0 Project Name: 125K Reservoir Recoating and Fall Protection Improvements E L 0 = Project Details: Removal of mill scale, interior and exterior preparation and recoating, and platform and ladder improvements. c Agreement Amount: $1,358,412 Basis for Selection of Contractor: Bid a, E C)3/0 3/ 20 Zo 011(Y i Start Date: Mayor's signature Termination Date: 125 working days 151( Q Local Business? ❑ Yes 0 No* *If meets requirements per KCC 3.70. 700, please complete "Vendor Purchase -Local Exceptions" form on Cityspoce. Notice required prior to disclosure? Contract Number: ❑ Yes O No (2 lot (�n ZU Z U — O ive iJy� Comments: RE. IIAA 3 0 oc a N KENT LAW DEPT. RECEIVE Illm Date Routed to the Mayor's Office: t/f Date Routed to the City Clerk's Office: City of Kent Office ol the Mayor d0((YY2211J_I_)U visit vocumenis.nenivvH.gov to obtain copies of all agreements KENT "', ,"-o-,,cH DATE: February 18, 2020 TO: Kent City Council SUBJECT: 125,000-Gallon Reservoir Recoating and Fall Protection Improvements - Award MOTION: Award the 125,000-Gallon Reservoir Recoating and Fall Protection Improvements Project Bid to HCI Industrial & Marine Coatings, Inc. in the amount of $1,358,412 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project includes removal of mill scale, interior and exterior preparation and recoating, platform and ladder improvements, and other work in accordance with the contract plans, Kent Special Provisions and WSDOT Standard Specifications. The bid opening for the 125,000-gallon Reservoir Recoating and Fall Protection Improvements Project was held on February 11, 2020 with four bids received. The lowest responsible and responsive bid was submitted by HCI Industrial & Marine Coatings, Inc. in the amount of $1,358,412. Bid Tab Summary 01. HCI Industrial & Marine Coatings, Inc. $1,358,412.00 02. T Bailey Inc. $1,362,707.50 03. Long Painting Company $1,397,308.00 04. Viking Painting $1,587,850.00 Engineer's Estimate $1,470,700.00 BUDGET IMPACT: This project is funded through previously budgeted water utility funds. SUPPORTS STRATEGIC PLAN GOAL: Thriving City, Evolving Infrastructure ATTACHMENTS: 1. 125K Reservoir Recoating Rebid Bid Tab (PDF) =Packet Pg. 64 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 125K Reservoir Recoating and Fall Protection Improvements REBID Project Number: W20050/ 18-3008 BIDS ACCEPTED UNTIL February 11, 2020 10:45 A.M. BID OPENING February 11, 2020 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT W A 5 H I N G T 0 N Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Technical Specifications Tab 6 Existing Exterior Coating RCRA 8 Metal Test Report Tab 7 Record Drawings Tab 8 Sample Project Sign Tab 9 Clarifications Provided During Previous Bid Tab 10 Prevailing Wage Rates Section 1 BIDDER'S NAME HCI Industrial & Marine Coatings CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 125K Reservoir Recoating and Fall Protection Improvements REBID Project Number: W20050/ 18-3008 BIDS ACCEPTED UNTIL February 11, 2020 10:45 A.M. BID OPENING February 11, 2020 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR W A S H I N G T O N HCI Industrial & Marine Coatings, Inc. 4612 NE Minnehahs St. Vancouver, WA 98661 P.O. Box 1573 Brush Prairis, VA 98W CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 125K Reservoir Recoating and Fall Protection Improvements :4 -4:71�7 Project Number: W20050/ 18-3008 BIDS ACCEPTED UNTIL February 11, 2020 10:45 A.M. BID OPENING February 11, 2020 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 S. TIMOTHY J. LAPORTE, P.E. '. PUBLIC WORKS DIRECTOR .r 7/2020 4400����� Except *for Technical Specifications K E N i ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 - Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Statement that Bidder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form Non -Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans Clarifications Provided During Previous Bid Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through February 11, 2020 up to 10:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above -stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: 125K Reservoir Recoating and Fall Protection Improvements REBID Project Number: W20050/18-3008 The project consists of removal of mill scale, reservoir interior and exterior preparation and recoating, welding, platform and catwalk extension, electrical, instrumentation, plumbing, HVAC work for use during tank recoating, and other work all in accordance with the Contract Plans, Kent Special Provisions, and the WSDOT Standard Specifications. NOTE: This project includes HVAC, plumbing and electrical work for purposes of RCW 39.30.060. Bidders must comply with the requirements of this statute. The project is located at a secure and gated City of Kent property. The project site will be open on February 5, 2020 from 9:30 AM to 11:00 AM for interested bidders to access the site. Climbing the reservoir will not be permitted. City staff will be present only to provide access to the site and building(s); not to answer questions or provide information. The property address is 23825 98t" Ave S, Kent, Washington 98032. The Engineer's estimated range for this project is approximately $1,300,000 to $1,500,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please email Bryan Bond at bbond@kentwa.gov or call 253-856-5662. Bids must be clearly marked 'Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at KentWA.aov/doing- business/bids-procurement. Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day o bid opening. Dated this 27th day of January, 2020. 11 n ;;2 BY: Kimberley A'. i bmoto, Published in Daily Journal of Commerce on January 28 and Fr`uary 4, 2020. CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date February 10, 2020 This statement relates to a proposed contract with the City of Kent named 125K Reservoir Recoating and Fall Protection Improvements REBID Project Number: W20050/18-3008 I am the undersigned bidder or prospective contractor. I represent that - 1. I � have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. HCI Industrial & Marine Coatings NAME OF BIDDER BY: I TU RE/TITLE Vi President PO Box 1573 Brush Prairie, WA 98606 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 125K Reservoir Recoating & Fall Protection REBID/Bond 1 January 27, 2020 Project Number: W20050/18-3008 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree �o- fulfill the five requirements referenced above. HCVIWUSTRIAL & MARINE COATINGS INC. For: Title: 11 /e,P Vi¢resident Date: February 10, 2020 125K Reservoir Recoating & Fall Protection REBID/Bond 2 January 27, 2020 Project Number: W20050/18-3008 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. 125K Reservoir Recoating & Fall Protection REBID/Bond 3 January 27, 2020 Project Number: W20050/18-3008 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of HCI Industrial & Marine Coatings Company, hereby acknowledge and declare that the before - mentioned company was the prime contractor for the contract known as 125K Reservoir Recoating and Fall Protection Improvements REBID/Project Number: W20050/18-3008 that was entered into on the (Date) between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before -mentioned contract. A For: Vice President Title: Date: February 10, 2020 125K Reservoir Recoating & Fall Protection REBID/Bond 4 January 27, 2020 Project Number: W20050/18-3008 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that HCI Industrial & Marine Coatings has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named 125K Reservoir Recoating and Fall Protection Improvements REBID/Project Number: W20050/18-3008 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non -continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION NO. NO. APPROX. QUANTITY ITEM UNIT TOTAL PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non -responsive. 125K Reservoir Recoating & Fall Protection REBID/Bond 5 January 27, 2020 Project Number: W20050/18-3008 ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-04.4(1) 1 Minor Changes $25,000.00* $25,000.00 WSDOT CALC Per CALC *Common price to all bidders 1005 8-01.5 3 Inlet Protection $ /, ono . oo $-3/ pp0, ocztj KSP EACH Per EA 1010 8-01.5 1 Temporary Erosion/Water $5,000.00* $5,000.00 WSDOT FORCE Pollution Control Per FA ACCOUNT *Common price to all bidders 1015 1-07.15(1) 1 SPCC Plan $ /, ODC3. oc$ /, Coo. 0 0 KSP LUMP SUM Per LS 1020 8-30.5 1 Project Sign $ 0215'1010• ON �, Sao• c KSP EACH Per EA 1025 Technical 1 Mobilization and $01S,00O•p°$ 9-S-14=o. o a Specification 01505 LUMP SUM Demobilization Per LS 1030 Technical 1 Structural Modification $ Ally, ow- *a $ 411 Specification 05500 LUMP SUM Per LS 1035 Technical 1 Safety Modifications $//O,odo•oo$ //O, odo- m� Specification 05500 LUMP SUM Per LS 1040 Technical 1 Appurtenances $01co ow•ob$ 946, '• °� Specification 05500 LUMP SUM Per LS 1045 Technical 14,000 Removal of Mill Scale $ C7. cd $ ;I8,00d - oCZ Specification 05500 SQ FT Per SF 125K Reservoir Recoating & Fall Protection REBID/Bond 6 January 27, 2020 Project Number: W20050/18-3008 ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1050 Technical 1 Reservoir Exterior Preparation $313, 60 *313Qo00 . oz Specification 09970 LUMP SUM and Recoating Per LS 1055 Technical 1 Reservoir Interior Preparation $aQQ,OOp d$ a0O, Ooa • 00 Specification 09970 LUMP SUM and Recoating Per LS 1060 Technical 1 Reservoir Containment $ 1(60,00ez 1 �70� 000. a0 Specification 09970 LUMP SUM Per LS 1065 Technical 1 Electrical, Telemetry, and $ l 13,N06•06$1 I3140,10• 619 Specification 16050 LUMP SUM Instrumentation Per LS 1070 Technical 1 Site Restoration $S,00d• 04 $ O© Specification 02950 LUMP SUM ,S'pOG. Per LS Sub Total $ / .3 �1, 920. 00 10.0% WA State Sales Tax $ Id 44' O Total Bid $ ,�T, v�� . S/ / • d c� 125K Reservoir Recoating & Fall Protection REBID/Bond 7 January 27, 2020 Project Number: W20050/18-3008 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: 125K Reservoir Recoating and Fall Protection Improvements REBID Project Number: W20050/18-3008 Subcontractor Name Sacr.,15�e c--=- �i c -�— zo -31 Item Numbers Subcontractor Name d Item Numbers Subcontractor Name - Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE 125K Reservoir Recoating & Fall Protection REBI�/�ond 8 January 27, 2020 Project Number: W20050/18-3008 Name of Bidder: SUBCONTRACTOR LIST (Contracts over 1 million dollars) HCI INDUSTRIAL & MARINE COATINGS INC. Project Name: 125K Reservoir Recoating and Fall Protection Improvements REBID Project Number: W20050/18-3008 NOTE: This project includes HVAC, plumbing and electrical work for purposes of RCW 39.30.060. Bidders must comply with the requirements of this statute. Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non -responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: HCI INC. HCI INC. Electrical Subcontractor Name. ELECTRIC Signs ure of Bidder U FEBRUARY 10TH 2O20 Date 125K Reservoir Recoating & Fall Protection REBID/Bond 9 January 27, 2020 Project Number: W20050/18-3008 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT, THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. 125K Reservoir Recoating & Fall Protection REBID/Bond 10 January 27, 2020 Project Number: W20050/18-3008 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAYALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON -RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that thA information provided herein is true and sufficiently complete so as b le i g. SUBMITTED BY: NAME: Jo eph R Cornelius ADDRESS: PO Box 1573 Brush Prairie, WA 98606 PRINCIPAL OFFICE: HCI Industrial & Marine Coatings ADDRESS: 4612 NE Minnehaha St Vancouver, WA 98661 PHONE: 360-260-9250 FAX: 360-260-0096 STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. ATTACHED 1.2 Provide your current state unified business identifier number. 602459864 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 5C RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. ATTACHED 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under 125K Reservoir Recoating & Fall Protection REBID/Bond 11 January 27, 2020 Project Number: W20050/18-3008 control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). WE HAVE NOT BEEN DISQUALIFIED ON ANY PROJECT 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. WE ARE NOT A WILLFULL VIOLATOR. 1.6 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or provide proof that your company has completed three or more public works projects and have had a valid business business license in Washington for three or more years a d arIS EXEppMtPfr m this training requirement. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 15 2.2 How many years has your organization been in business under its present business name? 15 2.2.1 Under what other or former names has your organization operated? None 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: January 5, 2005 2.3.2 State of incorporation: Washington 2.3.3 President's name: Kim J Hasselbalch 2.3.4 Vice-president's name(s): Joseph R Cornelius 2.3.5 Secretary's name: Thomas R Tapscott 2.3.6 Treasurer's name: Thomas R Tapscott 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: N/A 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: N/A 2.5.2 Name of owner: 125K Reservoir Recoating & Fall Protection REBID/Bond 12 January 27, 2020 Project Number: W20050/18-3008 2.6 If the form of your organization is other than those listed above, describe it and name the principals: AS DETAILED ABOVE 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. CC-01 GENERAL CONTRACTOR-HCIINCI956CZ 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. ATTACHED 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? NO 4.2.2 Are there any judgments, claims, arbitration proceedings or suits NO pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? NO 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) NO 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. ATTACHED 4.4.1 State total worth of work in progress and under contract: 1 MILLION 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architecttggor design engineer, contract amount, date of completion and centa pArED f the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 5,000,000.00 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. ATTACHED 4.7 On a separate sheet, list your major equipment. ATTACHED 125K Reservoir Recoating & Fall Protection REBID/Bond 13 January 27, 2020 Project Number: W20050/18-3008 5. REFERENCES 5.1 Trade References: ATTACHED ON COMPANY INFORMATION SHEET 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: TRAVELERS SURETY AND INDEMNITY 5.3.2 Name and address of agent: ATTACHED ON COMPANY INFO. SHEET 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent - subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 125K Reservoir Recoating & Fall Protection REBID/Bond 14 January 27, 2020 Project Number: W20050/18-3008 7. SUPPLEMENTAL BIDDER CRITERIA Following the Bid opening, upon City's request, the apparent low Bidder(s) must supply the requested information as identified herein within two (2) business days of request. Withholding information or failure to submit all the information requested within the time provided shall render the Bid non -responsive. The following supplemental Bidder responsibility criteria and requested supporting documentation are established for this Project. To be responsible, Bidder must substantially meet the responsibility criteria established below: 7.1 Painter Oualification The Contractor or subcontractor performing the surface preparation and painting (shop and field) shall have successfully completed at least five water reservoirs in the State of Washington within the past 10 years. ATTACHED 7.1.1 Required Documentation For each similar project, submit in a well -organized tabular format the name, address, and telephone number of the owner of the project, the name and location of project, a brief description of the work, the initial contract amount, the final contract amount, the initial contract time and final completion time, and year completed. 7.2 Welder Oualification The Contractor or subcontractor performing the welding shall have successfully completed at least three similar reservoirs of equal or greater capacity in the State of Washington within the last 5 years. ATTACHED 7.2.1 Reauired Documentation For each similar project, submit in a well -organized tabular format the name, address, and telephone number of the owner of the project, the name and location of project, reservoir capacity, a brief description of the work, the initial contract amount, the final contract amount, the initial contract time and final completion time, and year completed. S. SIGNATURE 8.1 Dated at this 10 Name of Oruk, By: Title:, day of February HCI I dustrial & Marine Coatings U t EP" CORNELIUS ce President 2020. 125K Reservoir Recoating & Fall Protection REBID/Bond 15 January 27, 2020 Project Number: W20050/18-3008 8.2 JOSEPH R CORNELIUS ' being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and swo ore me tlis •3 tsf Jay -of,, JAtJ O4Ry , 2020. Notary Public: My Commission Expires: •��, MAN . �M1SS10NF �?I , �'�NOTaRY�� PUB LIf, �.'9 � • �'�e 23.2fl2� • ''��: 125K Reservoir Recoating & Fall Protection REBID/Bond 16 January 27, 2020 Project Number: W20050/18-3008 �II 4 3 lil STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 602-459-864 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). I Joseph R Cornelius, Vice President of HCI Industrial & Marn affirm that HCI Inc. has Not Been disqualified from biddi bI" works contract under RCW 39.06.010 or 39.12.065 (3)Y% 1.5 Provide a signed statement, signed under penalty of per ry by a person with authority to act and speak for your company, that withill the three year period immediately preceding the bid solicitation date, you company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I Joseph R Cornelius, affirm under penalty of perjur th Industrial & Marine Coatings Inc. "IS NOT" a Willful Violator d e in the ! a )ters listed above. ,� � 1.6 Provide proof that a designated person or pe nYwith your company has either received training from the department f labor and industries or an approved training provider on the requirem nts related to public 0AI, & MARINE C0471fso works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or �as+r, provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. HCI was incorporated in the State of Washington in 2005, has performed multiple Public Works Projects and has verified that it is Exempt from the Training Requirements. See Contractor Qualification Sheet for Public Works Projects. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder Responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 15 years 2.2 How many years has your organization been in business under its present business name? 15 years 2.2.1 Under what other or former names has your organization operated? None 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: January 5t" 2005 2.3.2 State of incorporation: Washington 2.3.3 President's name: Kim J Hasselbalch 2.3.4 Vice-president's name(s): Joseph R Cornelius 2.3.5 Secretary's name: Thomas Tapscott 2.3.6 Treasurer's name: Thomas Tapscott 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: Section 2.4-2.6 Not Applicable 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 125K Reservoir Recoating & Fall Protection/Araucto 13 October 23, 2019 Project Number: W20050/18-3008 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. WA: HCIINCI956CZ, OR 163125, UT RCE-118, MT 154959, UT 6027775 Specialty Contractors- General Contractor — Painting 3.2 List jurisdictions in which your organization's partnership or trade name is filed. WA:HCIINCI956CZ, OR: 163125, UT: RCE-118, MT., 154959, UT: 6027775 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. High Performance Industrial & Marine Surface Preparation and Coatings Application, Lead Removal, Containment Installation, Waterproofing. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? No 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? No 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? Yes Due to the Non -Disclosure Agreement the Customers information cannot be divulged. HCI Industrial & Marine Coating provided a proposal to XYZ for the abrasive blasting and coatings of a NAVY Sub Tender. In HCI's proposal we specifically excluded Hazardous Materials Removal and no data or samples were provided and the vessel was unavailable for inspection. Subsequently, lead and other D-listed metals were found in the coating system and XYZ would not compensate HCI for the equipment, additional expenditures dealing with the hazards including the additional regulatory requirements according to W shington Administrative Code. Ultimately HCI filed suit, went t u itr tion and settled for an undisclosed amount. 4.3 Within he last five years, has any officer or principal of your organization ever bee an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) NO 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. Please See Attached List at the end of section 7 4.4.1 State total worth of work in progress and under contract: 1.3 Million 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. Please See Attached list at the end of Section 7 4.5.1 State average annual amount of construction work performed during the past five years: 5 Million 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. Please See Attached Information at the end of Section 7 4.7 On a separate sheet, list your major equipment. Please See Attached Equipment List at the End of Section 7 5. REFERENCES 5.1 Trade References: Please see Attached Company Information Sheet 5.2 Bank References: On Company Information Sheet 5.3 Surety: On Company Information Sheet 5.3.1 Name of bonding company: Travelers Surety and Indemnity Group 5.3.2 Name and address of agent: On Company Information Sheet 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parentsubsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SUPPLEMENTAL BIDDER CRITERIA Following the Bid opening, upon City's request, the apparent low Bidder(s) must supply the requested information as identified herein within two (2) business days of request. Withholding information or failure to submit all the information requested within the time provided shall render the Bid non -responsive. The following supplemental Bidder responsibility criteria and requested supporting documentation are established for this Project. To be responsible, a Bidder must substantially meet the responsibility criteria established below: 7.1 Painter Qualification The Contractor or subcontractor performing the surface preparation and painting (shop and field) shall have successfully completed at least five water reservoirs in the State of Washington within the past 10 years. 7.1.1 Required Documentation Information Attached For each similar project, submit in a well -organized tabular format the name, address, and telephone number of the owner of the project, the name and location of project, a brief description of the work, the initial contract amount, the final contract amount, the initial contract time and final completion time, and year completed. 7.2 Welder Qualification The Contractor or subcontractor performing the welding shall have successfully completed at least three similar reservoirs of equal or greater capacity in the State of Washington within the last 5 years. MARINE COA'ONCv 7.2.1 Required Documentation For each similar project, submit in a well -organized tabular format the name, address, and telephone number of the owner of the project, the name and location of project, reservoir capacity, a brief description of the work, the initial contract amount, the final contract amount, the initial contract time and final completion time, and year completed. Information Attached S. SIGNATURE 8.1 Dated at this 17th day of November, 2019. Name of Organization: HCI Industrial & arine Coatings Inc. By: Joseph R Cornelius Title: Vice President Department of Labor and Industries PO Box 44450 3 a Olympia, WA 98504-4450 21 HCI INDUST/MARINE COATINGS INC PO BOX 1573 BRUSH PRAIRIE WA 98606 HCI INDUST/MARINE COATINGS INC Reg: CC HCIINIC956CZ UBI: 602-459-864 Registered as provided by Law as: Construction Contractor (CCO1) - GENERAL Effective Date: 2/9/2005 Expiration Date: 3/12/2021 STATE o 4 a 0 1889 � Y STATE OF WASHINGTON Profit Corporation BUSINESS LICENSE HCI INDUSTRIAL & MARINE COATINGS, INC. 4612 NE MINNEHAHA ST VANCOUVER, WA 98661-1841 UNEMPLOYMENT INSURANCE - ACTIVE TAX REGISTRATION - ACTIVE CITY ENDORSEMENTS: VANCOUVER GENERAL BUSINESS - ACTIVE SPOKANE GENERAL BUSINESS - ACTIVE LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit. Unified Business ID #: 602459864 Business ID #: 001 Location: 0001 Expires: Jan 31, 2020 INDUSTRIAL INSURANCE - ACTIVE This document lists the registrations, endorsements, and licenses authorized for the business named above. By accepting this document, the licensee certifies the information on the application was complete, true, and accurate to the best of his or her knowledge, and that business will be conducted in compliance with all applicable Washington state, county, and city regulations. Director, Department of Revenue 43 A} Y f S(Alt OF WASHINGFON Department of Labor & Industries Certificate of Workers' Compensation Coverage WA UBI No. L&I Account ID Legal Business Name Doing Business As Workers' Comp Premium Status: Estimated Workers Reported (See Description Below) Account Representative Licensed Contractor? License No. License Expiration November 14, 2019 602 459 864 7814700 HCI INDUSTRIAL & MARINE COATINGS INC HCI INDUSTRIAL & MARINE COATIN Account is current. Quarter 3 of Year 2019 "11 to 20 Workers" Employer Services Help Line, (360) 902-4817 Yes HCIINIC956CZ 03/12/2021 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See .,RCA 0,5O and 51 .16.1 90). 11/12/2019 HCI INDUST/MARINE COATINGS INC Alk ULabor & Industries-(https: Ini.wa.gov) Contractors HCI INDUST/MARINE COATINGS INC Owner or tradesperson PO BOX 1573 Principals BRUSH PRAIRIE, WA 98606 HASSELBALCH, KIM, PRESIDENT 360-260-9250 CLARK County CORNELIUS, JOSEPH R, VICE PRESIDENT TAPSCOTT, THOMAS R, SECRETARY Doing business as HCI INDUST/MARINE COATINGS INC WA UBI No. Business type 602 459 864 Corporation Governing persons KIM JONNY HASSELBALCH JOSEPH R CORNELIUS; TOM ROE TAPSCOTT; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active .... ................................................................... Meets current requirements. License specialties GENERAL License no. HCIINIC956CZ Effective — expiration 02/09/2005— 03/12/2021 Bond ............... Travelers Cas & Surety Co $12,000.00 Bond account no. 105830053 Received by L&I Effective date 12/18/2012 01 /28/2013 Expiration date Until Canceled Insurance .... ........ ....... ........ Landmark American Ins Co $1,000,000.00 Policy no. LHA140594 Received by L&I Effective date 06/03/2019 06/04/2019 Expiration date 06/04/2020 Insurance history Savings ................. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&1 tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations https://secure.Ini.wa.gov/verify/Detail.aspx?UB 1=602459864&LIC=HCIINIC956CZ&SAW= 1 /2 11/12/2019 HCI INDUST/MARINE COATINGS INC No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 078,147-00 ............ _............. _... Account is current. Doing business as HCI INDUSTRIAL & MARINE COATIN Estimated workers reported Quarter 3 of Year 2019 "11 to 20 Workers" L&I account contact T3 / NATHAN KOZAK (360)902-6243 - Email: KOZN235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects Required Training— Effective July 1, 2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid .............. ........................................................................... No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. No inspections during the previous 6 year period. https:llsecure.ini.wa.gov/verify/Deta il.aspx?U BI=602459864&LIC=HCI I N IC956CZ&SAW= 2/2 HCI INDUSTRIAL & MARINE COATINGS, INC OWNED EQUIPMENT LIST QTY VALUE 2 1600 CFM DOOSAN AIR COMPRESSORS $ 250,000 1 1300 CFM INGERSOL AIR COMPRESSOR 1998 $50,000 1 1600 CFM HP INGERSOL RAND AIR COMPRESSOR $100,000 1 750 CFM INGERSOL AIR COMPRESSOR 2004 $38,000 1 375 CFM DOOSAN AIR COMPRESSOR $ 38,000 1 185 CFM INGERSOL AIR COMPRESSOR 1999 $4,000 1 28 TON BLAST POT 2005 $47,000 1 6 TON BLAST POT 1987 $6,000 1 6 TON BLAST POT 1990 $8,000 1 8 TON BLAST POT 1980 $ 8,000 4 600 LBS BLAST POTS $6,000 1 LTC1060 GRIT VACUUM BLAST $20,000 1 CARGOCARE 1125 CFM DEHUMIDIFIER $20,000 4 1600 CFM AIR DRYER 1993/2010 $60,000 1 1300 CFM AIR DRYER 1995 $12,000 1 40,000 CFM DUST COLLECTOR $ 65,000 1 18,000 CFM DUST COLLECTOR 1998 $15,000 2 7,100 CFM DUST COLLECTOR 2007 $37,000 2 HURRICANE 500 VACUUM 2007 $170,000 1 AMID LIGHT TOWER $3,000 1 75 KW GENERATOR $ 45,000 1 25 KW GENERATOR $9,200 1 5000LB PRESSURE WASHER 2006 $4,500 3 3500LB PRESSURE WASHER 1999/2004 $2,000 1 GRACO GM 10000 GAS POWER 2003 $1,500 1 GRACO GM 10000 ELECTRIC 2003 $1,500 2 GRACO 80-1 EXTREM 2003 / 2006 $2,000 2 GRACO 60-1 EXTREM 2007 $4,000 2 GRACO 56-1 EXTREM 2002 $1,500 1 GRACO 80-1 HYDRA CAT $15,000 1 FIREMANS PUMP 2000 $400 1 BANDING MACHINE 2004 $1,000 2 KTA TATOR Q. C. KITS $3,000 3 20' CONTAINERS $3,000 1 10' CONTAINER $1000 1 DODGE 1 TON PICK-UP 2007 $42,000 I DODGE 1 TON PICK-UP 2006 $42,000 1 FORD 3/4 TON CREW CAB 2006 $30,000 1 DODGE 3/4 TON PICK-UP 1999 VIN#508989 $12,000 1 FORD 1 TON CREW CAB 1999 $15,000 1 GMC %2 TON PICK-UP 1997 VIN# 553131 $4,000 1 GMC %2 TON PICK-UP 1997 VIN# 54202 $4,000 1 STARLITE 24' COVERED TRAILER $8,500 1 STARLIGHT 16' COVERED TRAILER $ 5.800 1 12 TON CAR TRAILER 2000 $4,500 1 600 GAL WATER TRAILER 2004 $6,000 1 20' OFFICE TRAILER $4,000 1 24' LEAD SHOWER TRAILER $ 43,000 1 22" EBE SHOT BLASTER $ 100,000 1 600 CFM DEHUMIDIFIER $ 6000 9 1100 CFM DEHUMIDIFIERS $ 162000 1 3600 CFM DEHUMIDIFIER $ 36000 MARINE HANGING STAGING $ 50,000 MISC GUN, POWER TOOLS, HOSES OFFICE EQUIP, SOFT WARE $100,000 ALL OF THE LISTED EQUIPMENT IS OWNED BY HCl INC. ALL OF HCI EQUIPMENT IS IN EXCELLENT CONDITION. WE CONTINUALLY UPGRADE AND MAINTAIN OUR EQUIPMENT & MAWNE COA }000;A1 ....er r. /4' CITY OF KENT 125 K RESERVOIR RECOATING AND FALL PROTECTION IMPROVEMEP Re_lox�p CONTRACTOR'S QUALIFICATIONS STA q ,6 , 7.1 AND 7.2 GENERAL AND PAINTER QUALIFICATION SUBMITTAL 7.1 Proiect #1: Title of project, location of project, and start/completion dates. City of Spokane WA — Contract No. 2013129 — 9th & Pine Reservoir Repainting Project. - 2- 42 East 9th Avenue, Spokane, WA Engineer: City of Spokane — Jim Sakamoto — P.E.-509-625-7854 General Contractor: HCI Industrial & Marine Coatings Inc. 3�d Party Inspection: Bruce Larkin -ICIS Start Date: September 15th 2014 - Completion Date: — May 151h 2015 Original Contract Value: $ 2,016,950.00 Final Contract Value. $ 2,188,181.00 111_3"7-6". Q l a t1i 31u 11WI N Description of project: 7 Million Gallon Welded Steel Potable Water Reservoir- Structural Modification and Recoating Project. 260 feet diameter X 26 Feet Tall Reservoir Modifications: Remove the Existing Steel 10 ton Water Fountain/Statue from the top of the reservoir, Cut the existing recessed center pond from the reservoir roof top, install new structural steel T Supports and install New Dome Skin Plates. Remove all interior associated Fountain Water Supply Piping and Electrical Components. Re -Coating Requirements: Abrasive Blast all interior steel surfaces (193,000 SQFT) to SSPC- SP-10 Near White Metal Standards. Install a Tnemec NSF Certified 3 coat lining system — 91h2o MCU Zinc Primer, N140 Epoxy Intermediate, and N-140 Epoxy Finish Coat. Exterior Overcoat System — (97,000 SQFT). SSPC SP-1 Wash, SP-11 Preparation of all corroded steel, Spot Prime with Tnemec Series 27 Typoxy, Full Intermediate Coat Series 27 Typoxy, and Full Finish Coat of Series 73 Endurashield Aliphatic Polyurethane. Subcontractor: Dix Corporation — Sub Contract Value- $ 300,000.00 Subcontractor: MidMountain Electric: $ 60,000.00 110 Working Contract Time Frame. Competed On Time and On Budget. 61. . i; Project # 2: Title of project, location of project, and start/completion dates. City/County Butte -Silver bow — Westside 5 Million Gallon Water Storage Reservoir Repainting -Butte Montana Engineer: DOWL HKM — Dick Talley - 406-723-8213 General Contractor: HCI Industrial & Marine Coatings Inc. 3rd Party Inspection: Yes Award Date: April 131h 2011, Start Date: May 1" 2011 - Finish Date: July 1" 2011 Contract value. $ 640,310.0 Final Contract Value: $ 660,055.51 Description of project. Recoating Interior and Exterior Overcoating of a 5 Million Gallon Welded Steel Potable Water Reservoir- 63,000 SQFT Interior, 49,000 SQFT Exterior Reservoir Modifications: Removed, 45,000 cubic feet of Ice from interior in 48 hours; Remove & Replace interior Overflow Pipe, Roof Vent Flange and Vent, Hatches, & Replace all Interior Structural Nuts & Bolts, Install New Safety Handrails on top of Reservoir with Non Skid Coatings. Re -Coating Requirements: SSPC-SP-10 Near White Metal Standards. Install a Tnemec NSF Certified 3 coat lining system — 91h2o MCU Zinc Primer, N140 Epoxy Intermediate, and N- 140 Epoxy Finish Coat. Exterior Overcoat System — SSPC SP-1 Wash, SP-11 Preparation of all corroded steel, Spot Prime with Tnemec Series 27 Typoxy, Full Intermediate Coat Series 27 Typoxy, and Full Finish Coat of Series 73 Endurashield Aliphatic Polyurethane. Subcontractor: Western Tank & Pipe — Contract Value: $ 54,000.00 Contract Completion Time Frame — Mandatory 60 Calendar Days Completion Time Frame -1000 PCD Liquidated Damages —Competed On Time and On Budget Project # 3• Title of project, location of project, and start/completion dates. City of Vancouver WA — Contract No. 74295 — Water Station 7 Elevated Reservoir Recoating Project Engineer: City of Vancouver — Tyler Clary— P.E. -360-487-7169 General Contractor: HCI Industrial & Marine Coatings Inc. Water Dept. Supervisor: Larry Burke — 360-487-7178 Start Date: July 2012 Completion Date: September 2012 Contract Completion Time Frame: 110 Cal Days —Completed on time and on budget Contract Value: $ 654,757.00 LEAD PAINT REMOVAL/SSPC CLASS 1 A CONTAINMENT Description of Project: 1 Million Gallon Elevated Reservoir Exterior Recoating Project-90 Foot Diameter x 120 Foot Tall. Lead Based Paint. SSPC-QP-1 & 2 Requirements. AWNE 1 P,fA� CaA ,NIL Reservoir Modifications: Design Exterior Scaffolding System for SSPC-Class IA Containment System. Installed brackets around circumference of reservoir bowl to attach scaffolding towers too for wind loading. 100 % Class I Containment installed by HCI Inc. Re -Coating Requirements: Abrasive Blast all exterior steel surfaces (39,000 SQFT) to SSPC- SP-5 White Metal Standards. Install a Carboline —Zinc, Epoxy, and Polysiloxane Coating System while the reservoir was in operation. Subcontractor: WACO/PCI — Scaffolding — Sub Contract Value- $ 90,000.00 Subcontractor: Western Tank & Pipe —Structural — Subcontract Value — 30,000.00 Project # 4• Title of project, location of project, and start/completion dates. Mukilteo Water & Waste Water District -Reservoir No. 4 Recoating Project Engineer: Grey & Osborne — Eric Delfel- P.E./PM — 206-284-0860 General Contractor: HCI Industrial & Marine Coatings Inc. Water Dept. Supervisor: Rick Mathews — 425-355-3355 Start Date: September 2 1 " 2016 Completion Date: November 91h 2016 Contract Completion Time Frame: 50 Cal Days — On time and Budget Contract Value: $ 966,016.00 Description of project: 4.5 Million Gallon Potable Water Stand Pipe Interior & Exterior Recoating Project- 80 Foot Diameter x 135 Foot Tall. 48,000 sgft interior, 36,000 exterior Reservoir Modifications: Design and Install Interior and Exterior Rigging & Fall Protection Anchors, Remove existing Cell Tower Antenna Array's, and Remove and Reinstall a 10 foot by 10 foot Door Sheet. Re -Coating Requirements: Abrasive Blast all Interior steel surfaces (48,000 SQFT) to SSPC-SP-5 White Metal Standards. Install a Sherwin Williams - Sherplate PW Plural Component NSF Lining System @ 25-35 Mils DFT. Wash the exterior of the reservoir, (SSPC-SP-1) Power tool clean the exterior corrosion and damaged surfaces to SSPC-SP-I1, Spot Prime, with Macropoxy 5000, Full Coat of Macropoxy 5000 and Finish Coat of Sherwin Williams Acrolon Ultra HS Subcontractor: T Bailey Inc. Fabrication — Anacortes Washington - $ 40,000.00 Project Completed ahead of schedule Project # 5 Title of project, location of project, and start/completion dates. Owner: City of Newburg: North Valley Reservoirs 1 & 2 Recoating Project Engineer: Kennedy/Jenks —Shawn Spargo — 503-423-404 1 -direct line General Contractor: Ward Henshaw —Allen Oest —Project Manager-503-266-1986 3rd Party Inspection: Rick Bear — Bear Inspections Start Date: Phase 1 —November 16th 2015 - Completion Date: January 1 2016 Contract Completion Time Frame: Completed on time and on budget COANt HC1�y Contract Value: $ 720,000.00 Description of Project: 2 ea. 2 Million Gallon Concrete Interior Lining Project and exterior overcoating. Recoating Requirements: HCI was subcontracted by Ward Henshaw to install Carboline Plural Component Spray Applied NSF Phenolic Epoxy to the interior of two ea. 2 Million Gallon Concrete Reservoirs and the overcoating of the exteriors of both. Both Projects were abrasive blasted to an SSPC-CSP-5-7, resurfaced with Semcrete 610 and lining installed. Reservoirs were completed on time and on budget Proiect # 6 Title of project, location of project, and start/completion dates. City of Milwaukie Oregon — 40`h Avenue Elevated Reservoir Recoating Project One and One-half million Gallon Elevated Reservoir- 90' x 120' tall. City of Milwaukie - Don Simonson — Water Quality Coordinator — 503-786-7622 Engineer/GC: AMERESCO — Trey Scavone — Project Manager — 503-290-1294 Subcontractor: HCI Industrial & Marine Coatings Inc. Start Date: September 1" 2015 Completion Date: February 21" 2016 Contract Value: $ 1,03 6,3 84.00 LEAD PAINT REMOVAL/SSPC CLASS 2 C CONTAINMENT Description of Project: 1.5 MG Elevated Reservoir Interior Relining and Exterior Overcoating Project. 85 foot diameter x 120 foot tall. Lead Based Paint Reservoir Modifications: Installation of Fall Protection Anchors, Installation of Access Plugs and caps on the roof for the rigging of the interior and exterior, removal of the Roof Vent flange and replacement with new flange & frost free vent, design & replace security access hatch cover. Recoating Requirements: Abrasive blast Interior (35,000 sqft) to SSPC-SP-10 Standards while maintaining environmental parameters with heat and dehumidification and Install 25 to 35 Mils of Carboline Reactamine 760 — 100 % Solids Plural Component Spray Applied Polyurethane. Overcoat the Exterior of the reservoir (40,000 sqft) SP-1, SP-11, pre -prime, Carbomastic and Carboxane 2100 Urethane. Proiect # 7 Title of project, location of project, and start/completion dates. City of The Dalles Sorosis and Columbia View Water Storage Tank Repairs Two ea. Three Million Gallon Potable Water Reservoirs City of The Dalles — Dale McCabe —City Engineer — 541-506-2012 Engineer — C112M General Contractor — HCI Industrial & Marine Coatings Inc. Start Date: August 2017 — Ongoing 50% Complete Completion Date: June 2018 Contract Completion Time Frame: Delay due to Water Supply Issues with the City sNECQA ULM Contract Value: $ 1,629,049.00 LEAD REMOVAL PROJECT Description of Project: Two Ea. 3MG Steel Potable Water Reservoir Interior Relining and Exterior Overcoating Project. Structural Modifications: 1Ox10 foot Door Sheet, Reservoir Overflow Modifications, Reservoir Inlet Modifications, and Interior Weld Damage Repair, Epoxy Grout Installation around reservoir Bottom Chine to eliminate water intrusion, and sealants installation on the interior column base plates. Reservoir Seismic Strap removal and Concrete Foundation repair. Recoating Requirements: Abrasive Blast Interiors to SSPC-SP-I0 Standards and Application of a Three Coat NSF Epoxy Coating System with Independent Stripe Coat. Each reservoir Interior contains approximately 52,000 Square Feet of Surface Area. Both Reservoir Exteriors are Over coated with DTM Primer & Waterborne Acrylic. Products manufactured by Sherwin Williams Subcontractor-PW Berry Inc. Project # 8 Title of project, location of project, and start/completion dates. City of Kent — Cambridge Reservoir Recoating and Fall Protection Improvements Project W20058 - 300,000 Gallon Elevated Reservoir City of Kent — Paul Kuehne —Construction Engineering Supervisor-253-856-5543 Engineer — Gray & Osborne Inc. — Russ Porter — P.E. — 206-284-0860 General Contractor — HCI Industrial & Marine Coatings Inc. HCI Inc. Project Manager — Randy Cornelius — 360-260-9250 Start Date: March 15` 2019 — November 1" 2019 -145 working days Contract Value: $ 1,213,500.00 Contract Value Final Completion: 1,306,203.69 LEAD REMOVAL PROJECT/SSPC CLASS 1 A CONTAINMENT Description of Project: 300,000 gallon Elevated Reservoir Interior Relining and Exterior Recoating Project. High Concentrations of Lead Based Paint Reservoir Structural & Fall Protection Modifications: Project Sign, Installation of Fall Protection Anchors, Installation of Access Plugs and caps on the roof for the rigging, removal of the Roof Vent flange and replacement with new flange & New Vandal Proof Vent, New Gauge Board, New Reservoir Access Hatch, New Catwalk Handrails, Catwalk Column Bump Outs, New Platform Landings, Ladders and cage, New Latchways Mansafe Fall Protection System, New Reservoir Intrusions Switches, Conduit and Wiring, trenching and backfill including site restoration. Recoating Requirements: MMNE COAnva ILI Interior: Abrasive blast Interior Surfaces (7,000 sqft) to SSPC-SP-10 Standards while maintaining environmental parameters with heat and dehumidification and Install 15 Mil Minimum NSF Potable Water Coating System with disinfection and testing. $ 3000.00 Per Calendar Day Liquidated Damages. Turn Over ahead of schedule Exterior: SSPC-Class IA Containment System Installed with extensive environmental protection protocols, Ambient Air Monitoring, Soil Sampling, Abrasive Blast the Exterior (14,000 sqft) to an SSPC-SP-10 Near White Metal Blast and Apply Zinc, Epoxy with a Sherloxane 800 Polysiloxane Finish Coat. Sherwin Williams Industrial Coating System Installed. Exterior 5 year warranty provided Project # 9 Title of project, location of project, and start/completion dates. City of Auburn — Lakeland Hills Reservoir 5 Improvements -2016 1 MG Reservoir Interior and Exterior Recoating Project City of Auburn — Matthew Larson —P.E. City Engineer-253-804-5032 Engineer — City of Auburn General Contractor — Paso Robles - Subcontractor - HCI Inc. - Project Manager — Randy Cornelius — 360-260-9250 Start Date: September 2016 — November 2016 Contract Value: $ 362,186.00 Contract Value Final Completion: Same SSPC CLASS 1 A CONTAINMENT SYSTEM Description of Project: Interior and Exterior Recoating Project Recoating Requirements: Interior: Abrasive blast Interior Surfaces to SSPC-SP-10 Standards while maintaining environmental parameters with heat and dehumidification and Install 15 Mil Minimum NSF Potable Water Coating System with disinfection and testing. Exterior: SSPC-Class IA Containment System Installed with extensive environmental protection protocols, Abrasive Blast the Exterior to an SSPC-SP-10 Near White Metal Blast and Apply Zinc, Epoxy with Polyurethane Finish Coat. Mural Installed Tnemec Coating System If you require any further information, please do not hesitate to contact me Respectfully Randy Cornelius —VP/PM HCI Inc. 360-260-9250 www.hci-coatin2s.com Randy@hci-coatings.com �.�., 7.a., ,5.3 Incorporated 5 January 2005 Physical Address: 4612 NE Minnehaha St. Vancouver, WA 98661 Mailing Address: PO Box 1573 Brush Prairie, WA 98606 PH: 360-260-9250 FX: 360-260-0096 website: www.hci-coatings.com Email: kim@hci-coatings.com randy@hci-coatings.com tom@hci-coatings.com accounting@hci-coatings.com Insurance Agent: US[ Insurance Services 825 NE Multnomah, Ste 1500 Portland, OR 97232 Lori Andrews PH: 503-299-4346 FX: 877-678-5845 Lori.Andrews@usi.com CCB# 163125 WA Contractors License# HCIINIC956CZ L&I# 078147-00 UBI # 602 459 864 WA Employ Security# 290 184 00 9 Idaho# RCE —118 Bonding Agent: USI Insurance Services 825 NE Multnomah, Ste 1500 Portland, OR 97232 Sandra Stewart PH: 503-295-9391 FX: 610-362-8156 Sandra.Stewart@usi.com D&B# 18-484-4681 Fed ID# 20-2100266 Utah# 6027775-0143 Montana# 154959 Oregon Pub Works Bond # 105830055 WA Statewide Vendor # SWV0031983-00 OR Vendor # CV20004980 Oregon BIN 12420285 Officers: Kim: 503-209-3613 (President) Kim Hasselbalch Randy: 503-209-3614 22916 NE 176th Ave. Tom: 503-209-3615 Battle Ground, WA 98604 Joe Bishop: 503-209-0956 Foo Foong: 503-209-9752 (Vice President) Joseph Cornelius Jaime Garcia 971-313-2152 15421 NE 2491h St. Mary Mankin 503-339-4638 Battle Ground, WA 98604 (Secretary) Thomas Tapscott 4402 NE 105th St. Vancouver, WA 98686 BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (February 11, 2020), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). HCl Industrial & Marine Coatin Bidder's BA s Ve sVUSia e SigrArure of Authorized Official* losoh R Cornelius Printed Name Vice President Title February 10, 2020 Date Vancouver City WA State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co -partnership, proposal must be executed by a partner. 125K Reservoir Recoating & Fall Protection REBID/Bond 17 January 27, 2020 Project Number: W20050/18-3008 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (February 11, 2020), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. HCl Industrial & Marine Coatings Bidder's R6siness;'Name re of Authorized Official* Q9�eph R Cornelius Printed Name Vice President Title February 10, 2020 Date Vancouver WA City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co -partnership, proposal must be executed by a partner. 125K Reservoir Recoating & Fall Protection REBID/Bond 18 January 27, 2020 Project Number: W20050/18-3008 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, which is expected to be issued on or after May 1, 2020, and agrees to complete the Contract within one -hundred twenty five (125) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: February 10, 2020 NAME ?Or I Sig ture of Authorized epresentative Joseph R Cornelius, Vice President (Print Name and Title) PO Box 1573, Brush Prairies, WA 98606 Address 125K Reservoir Recoating & Fall Protection REBID/Bond 19 Project Number: W20050/18-3008 January 27, 2020 KNOW ALL MEN BY THESE PRESENTS: That we, HCI Industrial & Marine Coatings, Inc. , as Principal, and Travelers Casualty and Surety Company of America , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five (5%) Percent of the Total Amount Bid Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the obligee shall make any award to the Principal for 125K Reservoir Recoating and Fall Protection Improvements REBID/Project Number: W20050/18-3008 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee In accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise It shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages;, the, amount of this bond. SIGNED, SEALED AND DATED THIS 20 Received return of deposit in the sum of $ 125K Reservoir Recoating & Fall Protection REBID/Bond 20 January 27, 2020 ProjeCt Number, W20050/18-3008 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERSJ St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Sandra Stewart, of Portland, Oregon, their true and lawful Attorney -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. 0LZ/1EHAMTF0FA v 4CUW ''�•t o i sue. CONk '— A )J State of Connecticut F ' l rr. City of Hartford ss. Robert L. Raney, Se for Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021ct!lWt� t \.../ � Marie C. Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this ath day of February , 2020 HARTFOM, WOW CONK.*ay'Y � . Kevin E. Hughes, Assi tant Secretary To verify the authenticity of this Power ofAttorney, please call us at 1-800-421-3880. Please refer to the above -named Attorney -in -Fact and the details of the bond to which the power is attached. CITY OF KENT COMBINED DECLARATION FORM: NON -COLLUSION, MINIMUM WAGE NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: AND 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 125K Reservoir Recoating and Fall Protection Improvements REBID Project Number: W20050/18-3008 SI NAME OF PROJECT HCI INDUSTRIAL & MARINE COATINGS INC. AAME DDER'S FIRM RE OF AUTHORIZED REPRESENTATIVE OF BIDDER 125K Reservoir Recoating & Fall Protection REBID/Bond 21 January 27, 2020 Project Number: W20050/18-3008 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 11, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Namel ('Contractor") CONTRACT NAME & PROJECT NUMBER: [Insert Name of Original Contract & Project #, if applicablel ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Signedl This Change Order amends the above -referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II 'Time of Completion," and Section III, 'Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change Order $ Revised Contract Sum $ 125K Reservoir Recoating & Fall Protection REBID/Bond 22 January 27, 2020 Project Number: W20050/18-3008 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above -referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department 125K Reservoir Recoating & Fall Protection REBID/Bond 23 January 27, 2020 Project Number: W20050/18-3008 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: j Bid Document Cover Sheet filled out with Bidder's Name .................... Ce'/ Orderof Contents................................................................................. C�'/ Invitationto Bid................................................................................... Contractor Compliance Statement........................................................ Date............................................................................................ Cam/ Have/have not participated acknowledgment.............................C3' Signature and address................................................................ EZI Declaration - City of Kent Equal Employment Opportunity Policy ........C2/ Dateand signature..................................................................... C� Administrative Policy.......................................................................... / Proposal............................................................................................... Qom/ First line of proposal - filled in ................................................... Unitprices are correct................................................................ ED �. Subcontractor List (contracts over $100K)..........................................❑ '1 Subcontractorslisted properly .................................................... ❑ -- Signature.................................................................................... 9-" Subcontractor List (contracts over $1 million).....................................12 Subcontractorslisted properly ....................................................❑ Dateand signature..................................................................... ❑ -� Contractor's Qualification Statement ................................................... Cam/ Completeand notarized..............................................................C� Statement that Bidder Has Not Been Disqualified ................................E]-11*1' Certification of Compliance with Wage Payment Statutes....................L� Proposal Signature Page...................................................................... E3-,"' All Addenda acknowledged......................................................... 131*�j Date, signature and address....................................................... BidBond Form..................................................................................... Gl- Signature, sealed and dated ....................................................... Gk"" Powerof Attorney....................................................................... E3✓ (Amount of bid bond shall equal 5% of the total bid amount) / CombinedDeclaration Form................................................................. Er Signature.................................................................................... E3' ChangeOrder Form (Example).............................................................C�/ Bidder's Checklist................................................................................ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 125K Reservoir Recoating & Fall Protection REBID/Bond 24 January 27, 2020 Project Number: W20050/18-3008 Section 2 PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT Bond No. 107221699 W.AMIMOTO» KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, HCI Industrial & Marine Coatings, Inc. as Principal, and Travelers Casualty and Surety Company of America a Corporation organized and existing under the laws of the State of Washington, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $ 1,358,412.00 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of 125K Reservoir Recoating and Fall Protection Improvements REBID/Project Number: W20050/18-3008 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. 125K Reservoir Recoating & Fall Protection REBID/Bond 25 January 27, 2020 Project Number: W20050/18-3008 OZOZ 'LZ Ajenuef SOOE-ST/oSoozM :.jaquinN 1:)a(OJd 9Z PUOS/0193'd UOII:)aIOJd Ilej va 6ujjeo:*-djjoAjasa-d )ISZT MdVlaldODS I NVISISSV IdO AW131doDS 'Apoq 6UIUJ@AO6 Sj! Jo A4poq4ne Aq uoilejodio:) p!es jo jleqaq ui pue joj pa4sal4e pue 'paleas *Ipau5is Ainp sem puog p!es leq4 pue lau!nua6 si o4ajaq4 ajn4eu5is siq mouN i 4eqj !uoije-iodjo:) ples aqj 4o 1% leai:)u'Jd a ql jo jle4aq uo puoq pies aq pau6is oqM Ircr..ou V- IeL14 'Puoi3 uiqi!m aql ui ledl:)uljd se paweu uoijejodio:) aql jo,&jej9-oaS OuelslssV) aye we I 4eql Ag�ja:) Aq;ajaq I ' IV3S 31V'dOdUO:) 01 SV 31V:)j:jj.Lb3:) 9COL6 210'068MS0 Wl 9Z6 E)j!nS "Id AeM asniN MS 000t:SSY8(3GV tI `.--.- MJ-Ul-AaUJOPV liemals eipues OZOZ'VZ Aienjqej 9-LVG :Ike N IV TA Ued—u oo AlainS pue Allenseo SJ9j9AeJj 49J -oul 4 Ire e" �7. :lVgS ILVIdOdWD ozoz 'tz kenjqej: 3-LVG aWVN INI'dd *lVaS q-LV'dOd'dOD vy v 0 q-Lvcl AICIVO -:91va -LIJ. :Ike WdMNDid Do auijevy v lepisnpul 13H :SBS3N-Uff—OAU Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERSJ St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Sandra Stewart, of Portland, Oregon, their true and lawful Attorney -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. P 00 ev Get% y COWtO State of Connecticut s City of Hartford ss. Robert L. Raney, Se for Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. 6• My Commission expires the 30th day of June, 2021 mflJV�Jt� �,. �yWutq�.�l,,� 0it *gyp tr Marie C. Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire apd,Marine,Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies; v'"6h remains in full force and effect. eta[i MC .e Frh. Dated this 24th day, of� fl ry 2020 ,z, rp Kevin E. Hughes, Assistant Secretary y Tq 4V@flf]/ the ntk ty of this Power of Attorney, please call us at 1-800-azs-3sso. P/easearr.'rt► f/i abei�e-named Attorney -in -Pact and the details of the bond to which the Power is attached- . ,�.4, CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and He - i nAfl.,s i Q,A L_;�rr�AEUU,~ Ccs12c66S, organized under the laws of the State of �,ur�st-tli��,ra,,� , located and doing business at !A 12 n►E MinryEHiamg SST. 4 wA ("Contractor"). 1118641 WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: 125K Reservoir Recoating and Fall Protection Improvements REBID/ Project Number: W20050/18-3008 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2018 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed, which is expected to be issued on or after May 1, 2020, and be completed within one -hundred twenty five (125) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, 125K Reservoir Recoating & Fall Protection REBID/Bond 27 January 27, 2020 Project Number: W20050/18-3008 arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 125K Reservoir Recoating & Fall Protection REBID/Bond 28 January 27, 2020 Project Number: W20050/18-3008 CITY OF KENT BY: DANA RALPH, MAYO -114 DATE: 0 zo ATTES : KIMBERLEY A. MOTO, CITY APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: W"4 125K Reservoir Recoating & Fall Protection REBID/Bond 29 January 27, 2020 Project Number: W20050/18-3008 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. Contractor shall obtain insurance of the types described below: Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non -owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. Contractor shall maintain the following insurance limits: Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. 125K Reservoir Recoating & Fall Protection REBID/Bond 30 January 27, 2020 Project Number: W20050/18-3008 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. UIMRZ�r r • a r The Contractor and the City waive all rights against each other any of their Subcontractors, Sub -subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 125K Reservoir Recoating & Fall Protection REBID/Bond 31 January 27, 2020 Project Number: W20050/18-3008 EXHIBIT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than ANII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 125K Reservoir Recoating & Fall Protection REBID/Bond 32 January 27, 2020 Project Number: W20050/18-3008 C I ient#: 1497578 HCIINDUS ACORDT,:, CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) 2/24/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Lori Andrews NAME: USI Insurance Services NW HcN El): 503 299-4346 FAX A/C No : 610 362-8130 825 NE Multnomah, Suite 1500 E-MAIL ADDRESS: lori.andrews@usi.com Portland, OR 97232 503 224-8390 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Landmark American Insurance Company 33138 INSURED INSURER B : RSUI Indemnity Company 22314 HCI Industrial &Marine Coatings Inc pMAlnaurence 36897 P O Box 1573 INSURER C Group INSURER D : American Longshore Mutual Assn Ltd. NONAIC Brush Prairie, WA 98606 INSURER E Ohio security insurance Company 24082 INSURER F • Homeland Insurance Company of New York 34452 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YY POLICY EXP MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY LHA140594 6/04/2019 06/04/2020 EACH $1 000000 CLAIMS -MADE E l OCCUR �,OCCURRENCE PREMISES Ea o.0 ence $50 000 X MED EXP (Any one person) $5 000 BI/PD Ded:2,500 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X ECOT 1-1 LOC GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $2,000,000 WA Stop Gap Ea accliden SINGLE LIMIT $$1,000,000 1,000,000 OTHER: 6/04/2019 06/04/202 E AUTOMOBILE LIABILITY BAS58747674 BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULEDBODILY AUTOS ONLY AUTOS HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY IX INJURY (Per accident) $ PROPERTY DAMAGE Per. accident $ B UMBRELLA LIAB X OCCUR NHA247378 06/04/2019�016/04112021 EACH OCCURRENCE $5 000 000 X AGGREGATE s5,000,000 EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ `+ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY y /" ANY PROPRIETOR/PARTNER/EXECUTIVE�, OFFICER/MEMBER EXCLUDED? J N / A 2018010458240Y 6/04/2019 06/04/202 X PER OTH- E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 D USL&H ALMA0101804 6/04/2019 06/04/2020 Statutory Limits F Pollution Liab 7930080860001 6/04/2019 06/04/2020 $4,000,000 Occurrence $4,000,000 Aggregate DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached if more space is required) RE: 125K Reservoir Recoating and Fall Protection Improvements Certificate holder is Additional insured with regards to General Liability (on -going and completed operations)and Auto Liability where required by written contract per attached forms. Aggregate per Project applies per attached form. Coverage is Primary and Non -Contributory per attached forms. Waiver of Subrogation applies where required by written contract per the attached forms. 1911K■.Iii City of Kent 220 4th Avenue S Kent, WA 98032 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) 1 Of 1 #S28001176/M25839305 ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD LZAJT This page has been left blank intentionally. LANDMARK AMERICAN INSURANCE COMPANY This Endorsement Changes The Policy. Please Read It Carefully. ADDITIONAL INSURED B LAN KET - YOUR WORK This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE Name of Person or Organization: Any person or organization to whom or to which you are obligated by virtue of a written contract or by the issuance or existence of a written permit, to provide insurance such as is afforded by this policy. SECTION 11 - WHO IS AN INSURED is amended to include as an additional insured the person(s) or organization(s) shown in the SCHEDULE, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations; and/or "your work" defined for the additional insured(s) designated above included in the "products -completed operations hazard". This endorsement effective 6/4/2019 forms part of Policy Number LHA140594 issued to HCI INDUSTRIAL & MARINE COATINGS INC.; by Landmark American Insurance Company RSG 15017 0615 Includes copyrighted material of Insurance Services Office, Inc. 1984 with its permission LHA140594 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 This page has been left blank intentionally. This page has been left blank intentionally. LANDMARK AMERICAN INSURANCE COMPANY This Endorsement Changes The Policy. Please Read It Carefully. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE FORM SCHEDULE Name of Person or Organization: Any Person or Organization As Required By Written Contract The following is added to SECTION IV — CONDITIONS, 8. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US: We waive any right of recovery we may have against the person or organization shown in the SCHEDULE above because of payment we make for injury or damage arising out of your ongoing operations, `your product" or "your work' done under a written contract with that person or organization and included in the "product -completed operations hazard". This waiver applies only to the person or organization shown in the SCHEDULE above. This endorsement effective 6/4/2019 forms part of Policy Number LHA140594 issued to HCI INDUSTRIAL & MARINE COATINGS INC.; by Landmark American Insurance Company RSG 14048 1008 Includes copyrighted material of Insurance Services Office, Inc. 1992 with its permission. POLICY NUMBER: LHA140594 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT - AGGREGATE LIMITS OF INSURANCE (PER PROJECT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. The General Aggregate Limit under LIMITS OF INSURANCE (SECTION III) applies separately to each of your projects away from premises owned by or rented to you. CG 25 03 11 85 Copyright, Insurance Services Office, Inc., 1984 Page 1 of 1 ❑ COMMERCIAL AUTO AC 85 01 06 18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. If the policy to which this endorsement is attached also contains a Business Auto Coverage Enhancement Endorsement with a specific state named in the title, this endorsement does not apply to vehicles garaged in that specified state. COVERAGEINDEX SUBJECT PROVISION NUMBER ACCIDENTAL AIRBAG DEPLOYMENT 13 ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT 4 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 21 AMENDED FELLOW EMPLOYEE EXCLUSION 6 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 15 BODILY INJURY REDEFINED 25 EMPLOYEES AS INSUREDS (Including Employee Hired Auto) 3 EXTRA EXPENSE -BROADENED COVERAGE 11 GLASS REPAIR - WAIVER OF DEDUCTIBLE 17 HIRED AUTO COVERAGE TERRITORY 23 HIRED AUTO PHYSICAL DAMAGE (Including Employee Hired Auto) 7 LOAN / LEASE GAP (Coverage Not Available In New York) 16 NEWLY FORMED OR ACQUIRED SUBSIDIARIES 2 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 18 PERSONAL EFFECTS COVERAGE 12 PHYSICAL DAMAGE - ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 9 PHYSICAL DAMAGE DEDUCTIBLE -VEHICLE TRACKING SYSTEM 14 PRIMARY AND NON-CONTRIBUTORY - WRITTEN CONTRACT OR WRITTEN AGREEMENT 24 RENTAL REIMBURSEMENT 10 SUPPLEMENTARY PAYMENTS 5 TOWING AND LABOR 8 TRAILERS - INCREASED LOAD CAPACITY 1 TWO OR MORE DEDUCTIBLES 19 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 20 WAIVER OF TRANSFER OF RIGHTS OF RECOVERYAGAINST OTHERS TO US 22 SECTION I - COVERED AUTOS is amended as follows: 1. TRAILERS - INCREASED LOAD CAPACITY The following replaces Paragraph C.1. Certain Trailers, Mobile Equipment And Temporary Substitute Autos of SECTION I - COVERED AUTOS: "Trailers" with a load capacity of 3,000 pounds or less designed primarily for travel on public roads. © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 1 of 7 SECTION II - LIABILITY COVERAGE is amended as follows: 2. NEWLY FORMED OR ACQUIRED SUBSIDIARIES SECTION II - LIABILITY COVERAGE, Paragraph A.1. - Who Is An Insured is amended to include the following as an "insured": d. Any legally incorporated subsidiary of which you own more than 50 percent interest during the policy period. Coverage is afforded only for 90 days from the date of acquisition or formation. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an "insured" under any other automobile policy except a policy written specificall y to apply in excess of this policy; or (3) Has exhausted its Limit of Insurance or had its policy terminated under any other automobile policy. Coverage under this provision d. does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 3. EMPLOYEES AS INSUREDS SECTION II - LIABILITY COVERAGE, Paragraph A.1. Who Is An Insured is amended to include the following as an "insured": e. Any "employee" of yours while using a covered "auto" you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any other insurance available to any "employee". f. Any "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee". 4. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT SECTION II - LIABILITY COVERAGE, Paragraph A.1. Who Is An Insured is amended to include the following as an "insured": g. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, written agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an "insured". However, such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or written agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit. The "insured" is required to submit a claim to any other insurer to which coverage could apply for defense and indemnity. Unless the "insured" has agreed in writing to primary noncontributory wording per enhancement number 24, this policy is excess over any other collectible insurance. 5. SUPPLEMENTARY PAYMENTS SECTION II - LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, Paragraphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations ) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 2 of 7 6. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow "employees" are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provi- sion is added: SECTION II - LIABILITY, Exclusion B.5. Fellow Employee does not apply if the "bodily injury" results from the use of a covered "auto" you own or hire if you have workers compensation insurance in force for all of your "employees" at the time of "loss". This coverage is excess over any other collectible insurance. SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: 7. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III - PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow; or b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: a. The most we will pay for "loss" in any one "accident" or "loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. b. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. c. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. d. Subject to a maximum of $1,000 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. e. This coverage extension does not apply to: (1) Any "auto" that is hired, rented or borrowed with a driver; or (2) Any "auto" that is hired, rented or borrowed from your "employee" or any member of your "employee's" household. Coverage provided under this extension is excess over any other collectible insurance available at the time of "loss". 8. TOWING AND LABOR SECTION III - PHYSICAL DAMAGE COVERAGE, Paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or "medium truck" is disabled: a. For private passenger type vehicles, we will pay up to $75 per disablement. b. For "light trucks", we will pay up to $75 per disablement. "Light trucks" are trucks that have a gross vehicle weight (GVW) of 10,000 pounds or less. c. For "medium trucks" , we will pay up to $150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight (GVW) of 10,001 - 20,000 pounds. However, the labor must be performed at the place of disablement. © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc.. with its Permission. Page 3 of 7 9. PHYSICAL DAMAGE - ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph AA.a. Coverage Extensions, Transportation Expenses of SECTION III - PHYSICAL DAMAGE COVERAGE, is amended to provide a limit of $50 per day and a maximum limit of $1,500. 10. RENTAL REIMBURSEMENT SECTION III - PHYSICAL DAMAGE COVERAGE, A. Coverage, is amended by adding the following: a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those ex- penses incurred after the first 24 hours following the "accident" or "loss" to the covered "auto." b. Rental Reimbursement requires the rental of a comparable or lessor vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". This limit is excess over any other collectible insurance. d. This coverage does not apply unless you have a business necessity that other "autos" available for your use and operation cannot fill. e. If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4. Coverage Extension. f. No deductible applies to this coverage. g. The insurance provided under this extension is excess over any other collectible insurance. If this policy also provides Rental Reimbursement Coverage you purchased, the coverage provided by this Enhancement Endorsement is in addition to the coverage you purchased. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 12.6. 11. EXTRA EXPENSE - BROADENED COVERAGE Under SECTION III - PHYSICAL DAMAGE COVERAGE, A. Coverage, we will pay for the expense of returning a stolen covered "auto" to you. The maximum amount we will pay is $1,000. 12. PERSONAL EFFECTS COVERAGE A. SECTION III - PHYSICAL DAMAGE COVERAGE, A. Coverage, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V - DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an "insured." "Personal effects" does not include tools, equipment, jewelry, money or securi- ties. 13. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III - PHYSICAL DAMAGE COVERAGE, B. Exclusions is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance manufacturer's warranty. we provide shall be excess over any other collectible insurance or reimbursement by warranty. However, we agree to pay any deductible applicable to the other coverage or AC 85 01 06 18 © 2017 Liberty Mutual Insurance Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 4 of 7 14. PHYSICAL DAMAGE DEDUCTIBLE - VEHICLE TRACKING SYSTEM SECTION III - PHYSICAL DAMAGE COVERAGE, D. Deductible, is amended by adding the following: Any Comprehensive Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global position device and that device was the method of recovery of the vehicle. 15. AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III - PHYSICAL DAMAGE COVERAGE, B. Exclusions, Paragraph a. of the exception to exclu- sions 4.c. and 4.d. is deleted and replaced with the following: Exclusions 4.c. and 4.d. do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not de- signed solely for the reproduction of sound, if the equipment is: 1:1) Permanently installed in the covered "auto" at the time of the "loss" or removable from a housing unit that is permanently installed in the covered "auto"; and (2) Designed to be solely operated by use from the power from the "auto's" electrical system; and (3) Physical damage coverages are provided for the covered "auto". If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 16. LOAN / LEASE GAP COVERAGE (Not Applicable In New York) A. Paragraph C. Limit Of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the "loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the "loss": b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal wear and tear; c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insur- ance purchased with the loan or lease; d. Transfer or rollover balances from previous loans or leases; e. Final payment due under a "Balloon Loan"; f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a covered "auto"; g. Security deposits not refunded by a lessor; h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto"; I. Any amount representing taxes; j. Loan or lease termination fees; or 2. The actual cash value of the damage or stolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the "loss". This adjustment is not applicable in Texas. B. Additional Conditions This coverage applies only to the original loan for which the covered "auto" that incurred the "loss" serves as collateral, or lease written on the covered "auto" that incurred the "loss". © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 5 of 7 C. SECTION V - DEFINITIONS is changed by adding the following: As used in this endorsement provision, the following definitions apply: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment. 17. GLASS REPAIR - WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 18. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to "loss" caused by collision to such covered "auto" of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the "auto" is designed to carry while it is: a. In the charge of an "insured"; b. Legally parked; and c. Unoccupied. The "loss" must be reported to the nolice authnritias within P4 hni irc of knnlnin rlmmnnn The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. 19. TWO OR MORE DEDUCTIBLES Under SECTION III - PHYSICAL DAMAGE COVERAGE, if two or more company policies or coverage forms apply to the same "accident", the following applies to Paragraph D. Deductible: a. If the applicable Business Auto deductible is the smaller (or smallest) deductible, it will be waived; or b. If the applicable Business Auto deductible is not the smaller (or smallest) deductible , it will be reduced by the amount of the smaller (or smallest) deductible; or c. If the "loss" involves two or more Business Auto coverage forms or policies, the smaller (or smallest) deductible will be waived. For the purpose of this endorsement, company means any company that is part of the Liberty Mutual Group. SECTION IV - BUSINESS AUTO CONDITIONS is amended as follows: 20. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV- BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the incep- tion date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 6 of 7 21. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS SECTION IV - BUSINESS AUTO CONDITIONS, Paragraph A.2.a. is replaced in its entirety by the follow- ing: a. In the event of "accident", claim, "suit" or "loss", you must promptly notify us when it is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) Member, if you are a limited liability company; (4) An executive officer or the "employee" designated by the Named Insured to give such notice, if you are a corporation. To the extent possible, notice to us should include: (a) How, when and where the "accident" or "loss" took place; (b) The "insureds" name and address; and (c) The names and addresses of any injured persons and witnesses. 22. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV - BUSINESS AUTO CONDITIONS, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To Us, is amended by the addition of the following: If the person or organization has in a written agreement waived those rights before an "accident" or "loss", our rights are waived also. 23. HIRED AUTO COVERAGE TERRITORY SECTION IV - BUSINESS AUTO CONDITIONS, Paragraph B.7. Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the "insured's" responsibility to pay for damages is determined in a "suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. 24. PRIMARY AND NON-CONTRIBUTING IF REQUIRED BY WRITTEN CONTRACT OR WRITTEN AGREE- MENT The following is added to SECTION IV - BUSINESS AUTO CONDITIONS, General Conditions, B.5. Other Insurance and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in a written contract or written agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". SECTION V - DEFINITIONS is amended as follows: 25. BODILY INJURY REDEFINED Under SECTION V - DEFINITIONS, Definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 7 Of 7 Section 3 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms ...................................................... 1-1 1-02 Bid Procedures and Conditions .......................................... 1-3 1-03 Award and Execution of Contract ....................................... 1-5 1-04 Scope of the Work.......................................................... 1-6 1-05 Control of Work.............................................................. 1-7 1-06 Control of Material.......................................................... 1-10 1-07 Legal Relations and Responsibilities to the Public ................. 1-13 1-08 Prosecution and Progress ................................................. 1-18 1-09 Measurement and Payment .............................................. 1-22 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-30 Project Signs.................................................................. 8-1 TECHNICAL SPECIFICATIONS......................................................... A-1 EXISTING EXTERIOR COATING RCRA 8 METAL TEST REPORT ......... A-2 RECORD DRAWINGS....................................................................... A-3 SAMPLE PROJECT SIGN.................................................................. A-4 PREVAILING WAGE RATES.............................................................. A-5 125K Reservoir Recoating & Fall Protection REBID/Bond January 27, 2020 Project Number: W20050/18-3008 Section 4 KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT" DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1. What work will be done, and by when; 2. Who provides labor and materials; and 125K Reservoir Recoating & Fall Protection REBID/Bond 1 - 1 January 27, 2020 Project Number: W20050/18-3008 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1. Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: Incidental Work The terms 'incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. "REMOVE", "REMOVAL", ''EXCAVATE", "EXCAVATION" Unless otherwise noted, the words "remove", "removal", "excavate" and "excavation" in the contract plans and specifications shall mean that the Contractor is required to haul and dispose of the material at a legal off -site location. The cost for haul and disposal, including disposal and permit fees, shall be included in the unit contract prices of other bid items as specified in Section 1-04.1. No additional payment will be made. Drawing or Drawings; see definition for Plans. Owner; see definition for Engineer. 125K Reservoir Recoating & Fall Protection REBID/Bond 1 - 2 January 27, 2020 Project Number: W20050/18-3008 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project by downloading at no charge at KentWA.gov/doing-business/bids-procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: 125K Reservoir Recoating & Fall Protection REBID/Bond 1 - 3 January 27, 2020 Project Number: W20050/18-3008 Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON -RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals 125K Reservoir Recoating & Fall Protection REBID/Bond 1 - 4 January 27, 2020 Project Number: W20050/18-3008 No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION; 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS" RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review 125K Reservoir Recoating & Fall Protection REBID/Bond 1 - 5 January 27, 2020 Project Number: W20050/18-3008 Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS" FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING B ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. 125K Reservoir Recoating & Fall Protection REBID/Bond 1 - 6 January 27, 2020 Project Number: W20050/18-3008 SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS SECTION 1-05.4 IS REVISED BY ADDING A PARAGRAPH AFTER PARAGRAPH 7 1-05.4 Conformity With and Deviations From Plans and Stakes To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.5, the requirements of KSP Section 1-05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. 125K Reservoir Recoating & Fall Protection REBID/Bond 1 - 7 January 27, 2020 Project Number: W20050/18-3008 If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED WITH THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the 125K Reservoir Recoating & Fall Protection REBID/Bond 1 - 8 January 27, 2020 Project Number: W20050/18-3008 Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2018 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 125K Reservoir Recoating & Fall Protection REBID/Bond 1 - 9 January 27, 2020 Project Number: W20050/18-3008 Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, iB, 1C, etc.). 125K Reservoir Recoating & Fall Protection REBID/Bond1 - 10 January 27, 2020 Project Number: W20050/18-3008 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 125K Reservoir Recoating & Fall Protection REBID/Bondl - 11 January 27, 2020 Project Number: W20050/18-3008 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1. "APPROVED AS SUBMITTED" - Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. `AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re - submittal. An amended resubmission is required. Re -submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 125K Reservoir Recoating & Fall Protection REBID/Bond1 - 12 January 27, 2020 Project Number: W20050/18-3008 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(i) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General 125K Reservoir Recoating & Fall Protection REBID/Bond1 - 13 January 27, 2020 Project Number: W20050/18-3008 To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING: FOLLOWING: 1-07.9(3) Apprentices All contracts with an estimated construction cost greater than $1,000,000 (one million dollars) shall require that no less than 15 percent of the labor hours performed by workers subject to prevailing wages employed by the contractor or its subcontractors be performed by apprentices enrolled in a state -approved apprenticeship program. Definitions For the purposes of this specification, the following definitions apply: 1. Apprentice Utilization Requirement is expressed as a percentage of the project Labor Hours performed by Apprentices. 2. Labor Hours are the total hours performed by all workers receiving an hourly wage who are directly employed on the project site including hours performed by workers employed by the prime Contractor and all Subcontractors. Labor Hours do not include hours performed by foremen, superintendents, owners, and workers who are not subject to prevailing wage requirements. 3. Apprentice is a person enrolled in a State -approved Apprenticeship Training Program. 4. State -approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council. 5. Good Faith Effort is a demonstration that the Contractor has strived to meet the Apprenticeship Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an "Apprentice Utilization Plan" within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a 'Monthly Apprentice Reporting Form" on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor's 125K Reservoir Recoating & Fall Protection REBID/Bondi - 14 January 27, 2020 Project Number: W20050/18-3008 request, the Engineer may suspend this reporting requirement during periods of minimal or no applicable work activities on the project. The Contractor shall submit documentation of their Good Faith Effort if: (1) they are unable to provide a plan demonstrating how they intend to meet the Apprentice Utilization Requirement; or (2) the project has been completed without meeting the Apprentice Utilization Requirement. Contacts The Contractor may obtain information on State -approved Apprenticeship Training Programs by contacting the Department of Labor and Industries at: Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or by phone at (360) 902-5320. Compliance In the event that the Contractor is unable to accomplish the Apprentice Utilization Requirement, the Contractor shall demonstrate that a Good Faith Effort has been made as described within this specification. Failure to comply with the requirements as specified is subject to penalties for noncompliance as set forth in KCC 6.01.030(E). Good Faith Efforts In fulfilling the Good Faith Effort, the Contractor shall perform and, when appropriate, require its Subcontractors to perform the following steps: 1. Solicit Apprentice(s) from State -approved Apprenticeship Training Program(s). 2. Document the solicitation and, in the event Apprentice(s) are not available, obtain supporting documentation from the solicited program(s). 3. Demonstrate that the plan was updated as required within this specification. 4. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentice(s). In the event that the preceding steps have been followed, the Contractor may also supplement the Good Faith Efforts documentation with the following documentation: 5. Submit documentation demonstrating successful Apprentice utilization on previous contracts. 6. Submit documentation indicating company -wide Apprentice utilization efforts and percentages of attainment. Payment Compensation for all costs involved with complying with the conditions of this specification is included in payment for the associated Contract items of work. 125K Reservoir Recoating & Fall Protection REBID/Bondl - 15 January 27, 2020 Project Number: W20050/18-3008 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the 125K Reservoir Recoating & Fall Protection REBID/Bondi - 16 January 27, 2020 Project Number: W20050/18-3008 precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Gabrielle Skorupa 206-305-4395 Puget Sound Energy Gas Glenn Helton 253-395-6926 425-559-4647 (cell) Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) Comcast Aaron Cantrell 206-510-4222 Aaron Cantrel0comcast.com Puget Sound Energy Power Hong Nguyen 425-449-6609 (cell) Hong. Nguyeln@Rse.com 125K Reservoir Recoating & Fall Protection REBID/Bond1 - 17 Project Number: W20050/18-3008 January 27, 2020 SECTION 1-07.18 IS REVISED BYADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH; 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1- 07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all 125K Reservoir Recoating & Fall Protection REBID/Bond1 - 18 January 27, 2020 Project Number: W20050/18-3008 pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1. A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor 125K Reservoir Recoating & Fall Protection REBID/Bond1 - 19 January 27, 2020 Project Number: W20050/18-3008 shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one -hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 125K Reservoir Recoating & Fall Protection REBID/Bondl - 20 January 27, 2020 Project Number: W20050/18-3008 1. Locate work required to re-establish marks for City -owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re -test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order -of -work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work 125K Reservoir Recoating & Fall Protection REBID/Bondi - 21 January 27, 2020 Project Number: W20050/18-3008 If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provide in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 125K Reservoir Recoating & Fall Protection REBID/Bondl - 22 January 27, 2020 Project Number: W20050/18-3008 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City -owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re -doing failed, water, other utility tests. SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 125K Reservoir Recoating & Fall Protection REBID/Bondl - 23 January 27, 2020 Project Number: W20050/18-3008 DIVISION 8 - MISCELLANEOUS CONSTRUCTION DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS; 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, hardware, and fabrication, installation and maintenance of sign 8 foot wide x 4 foot high provided by the Contractor based upon the sign example where shown on the plans or as directed by the Engineer. All project signs become the property of the City at the end of the project, and the Contractor shall return project signs to the City Maintenance Shop on West James Street when so directed by the Engineer. 8-30.2 Materials Sign posts shall be 4 inch x 6 inch Fir. 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break -away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs —as determined by the Engineer —shall be deemed noncompliance with this Specification. 125K Reservoir Recoating & Fall Protection REBID/Bond 8 - 1 January 27, 2020 Project Number: W20050/18-3008 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Project Sign" constitutes complete compensation for furnishing all labor, tools, supplies, equipment and materials, to fabricate, install, maintain project sign(s) for the life of the project and removal and delivery of sign(s) to the City Shops upon closeout of the project. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. 125K Reservoir Recoating & Fall Protection REBID/Bond 8 - 2 January 27, 2020 Project Number: W20050/18-3008 Section 5 TECHNICAL SPECIFICATIONS The following specification, written in the CSI format, supplement all other plans and specifications which have been prepared for this project and are considered to be a part of the Kent Special Provisions for this project. 125K Reservoir Recoating & Fall Protection REBID/Bond A - 1 January 27, 2020 Project Number: W20050/18-3008 xv 21�401911 f IMMKK41"16, 1" KENT Wits mtkiaron TECHNICAL SPECIFICATIONS DIVISIONS 1-16 for WASHINGTON 125K RESERVOIR RECOATING AND FALL PROTECTION IMPROVEMENT - REBID G&O 918599 JANUARY 2020 ray Osbox•xke, hic CONSULTING ENGINEERS TECHNICAL SPECIFICATIONS TABLE OF CONTENTS SECTION DESCRIPTION PAGE Division 1 General Technical Requirements 01505 Mobilization and Demobilization.................................................... 01505-1 01510 Maintenance of Facility and Site Access ......................................... 01510-1 Division 2 Sitework 02300 Earthwork.........................................................................................02300-1 02700 Gravel Materials............................................................................... 02700-1 02950 Site Restoration and Rehabilitation................................................. 02950-1 Divisions 3 through 4 Not Used Division 5 Metals 05500 Miscellaneous Metal Fabrications................................................... 05500-1 Divisions 6 through 8 Not Used Division 9 Finishes 09900 Painting............................................................................................09900-1 09970 Reservoir Surface Preparation and Painting .................................... 09970-1 Divisions 10 through 12 Not used Division 13 Special Construction 13211 Steel Reservoir Repairs and Improvements ..................................... 13211-1 Divisions 14 through 15 Not Used Division 16 Electrical 16050 Basic Electrical Materials and Methods .......................................... 16050-1 16120 Conductors and Cables.................................................................... 16120-1 16130 Raceway and Boxes......................................................................... 16130-1 1 DIVISION 1 GENERAL TECHNICAL REQUIREMENTS SECTION 01505 MOBILIZATION AND DEMOBILIZATION PART1 GENERAL 1.1 SCOPE The work specified in this Section consists of mobilization and demobilization. Mobilization consists of preconstruction activities and preparatory work for the project necessary to mobilize labor, materials, and equipment to the project site. Demobilization consists of activities to remove materials and equipment from the project site upon project completion, including final cleanup. Items which are not considered mobilization or demobilization include but are not limited to: A. On -going activities throughout the duration of construction. B. Profit, interest on borrowed money, overhead, or management costs. 1.2 PAYMENT All costs for mobilization and demobilization as specified herein shall be included in the lump sum price for MOBILIZATION. Payment for MOBILIZATION shall be per WSDOT Section 1-09.7. PART 2 PRODUCTS Products and materials required for mobilization and demobilization are described in the various sections of Division 1 and in other parts of the Contract Documents. PART 3 EXECUTION Complete mobilization and demobilization as required by the various sections of Division 1 and other parts of the Contract Documents. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 01505-1 SECTION 01510 MAINTENANCE OF FACILITY AND SITE ACCESS PART1 GENERAL 1.1 SCOPE The work specified in this Section includes the steps that the Contractor shall take to ensure that the existing facilities or temporary facilities, excluding the reservoir, remain fully operational during all stages of construction and modifications to the various existing facilities. The Contractor shall coordinate work efforts with the Engineer. Throughout the construction period, the Contractor shall maintain the cleanliness of the site and structures as described herein. The Contractor is also to maintain access to all existing, operating equipment such that the equipment may be serviced and operated. 1.2 CONTRACTOR USE OF SITE AND PREMISES Construction operations shall be limited to the site and staging areas noted on Sheet G-1 of the Plans and subject to the approval of the Engineer. The Contractor shall allow the Engineer, representatives of City of Kent, and the funding and regulatory agencies access to the project site at all times. The Contractor shall keep the disruption of the existing facility operations to a minimum. The reservoir may only be out of service for a period of 90 calendar days. The Contractor shall schedule work so as to not exceed 90 calendar days out of service. The Contractor shall provide 7 calendar days written notice prior to taking any existing facility out of service. The Contractor shall coordinate with the Engineer to obtain the necessary keys for site access. Keys shall be returned to the Engineer upon project closeout. Access to the existing operations areas shall be maintained. Disruption of this access shall be kept to a minimum and must be prearranged and scheduled with the Engineer's operations and maintenance staff. 1.3 SUBMITTALS Prior to starting construction, the Contractor shall submit a construction sequence plan and schedule. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 01510-1 1.4 PAYMENT All costs of the work specified herein shall be considered incidental to the project and rolled into payment items. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o # 18599 01510-2 DIVISION 2 SITEWORK SECTION 02300 SITE EARTHWORK PART1 GENERAL 1.1 SCOPE The work specified in this Section includes the earthwork, including trench excavation and backfill for piping, excavation and backfill for structures, and finish grading. 1.2 RELATED WORK SPECIFIED ELSEWHERE Section Item 02370 Erosion Control 16130 Raceway and Boxes 1.3 PAYMENT The lump sum contract price for ELECTRICAL, TELEMETRY, AND INSTRUMENTATION shall include but not be limited to all labor, materials, equipment, and incidentals associated with conduit trenching, backfill, and compaction as shown on the Plans and as specified herein. The lump sum contract price for APPURTENANCES shall include but not be limited to all labor, materials, equipment, and incidentals associated with wet line trenching, backfill, and compaction as shown on the Plans and as specified herein. PART2 PRODUCTS 2.1 GRAVEL MATERIALS All gravel materials shall conform to Section 02700. PART 3 EXECUTION 3.1 GENERAL REQUIREMENTS Excavation, compaction and backfill for structures, pipelines and the final site contours shall be formed by either excavating or compacting fill, as required, to provide the cross -sections as shown on the Plans. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 02300-1 All excavation performed on this Project shall be considered unclassified. Excavation shall consist of the removal of any and all material encountered, including debris, rubble, concrete, metal, topsoil, cutting and removal of existing surfacing, tree stumps, trees, logs, abandoned rail ties, abandoned piping, piling, riprap, etc. Excavations shall be kept free of water, both surface water and groundwater, during the excavation, installation of pipelines and structures, and the placement of backfill. No timber bracing, lagging, sheathing or other lumber shall be left in any excavation except with permission of the Engineer and in the event such permission is granted, no separate payment shall be allowed for burying such material. All stockpiles shall be covered with plastic and no stockpile shall be higher than 6 feet above existing grade. 3.2 PROTECTION OF FOUNDATION SURFACES Care shall be taken to preserve the foundation surfaces shown on the Plans in an undisturbed condition. If the Contractor unnecessarily over excavates or disturbs the foundation surfaces shown on the Plans or specified herein without written authorization of the Engineer the Contractor shall replace such foundations with concrete fill or other suitable material approved by the Engineer in a manner which will show by test an equal bearing capacity with the undisturbed foundation material. No additional payment shall be made for the added quantity of concrete fill or other suitable material used because of unnecessary over excavation caused by the Contractor or his operations. 3.3 EXCAVATION AND BACKFILL FOR TRENCHES Excavation and backfill for trenches shall be in conformance with Sections 7-08 and 7-09 of the WSDOT Standard Specifications, and as further described herein. The following pipe materials shall be considered flexible: • PVC • Polyethylene Tubing • FRP • HDPE • Polyethylene • Corrugated Polyethylene All other pipe materials shall be considered rigid. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 02300-2 Upon completion of work each day, all pipeline open trenches shall be completely backfilled, leveled, and temporarily patched or graveled, as herein specified. Under certain conditions, the trench may be left open at the last length of pipe laid during the day to avoid re -excavation the following morning, provided that the opening is adequately plated or covered for vehicle traffic. The width of the trench at or below a point 12 inches above the top of the outside diameter of the pipe shall be carefully controlled and maintained to ensure the strength of the pipe and prevent pipe failures. Backfilling shall proceed as follows: A. SUBGRADE PREPARATION In the event unsuitable material is encountered below the subgrade shown on the Plans and described herein, the Contractor, as required by the Engineer, shall over -excavate until a suitable foundation is reached. B. BACKFILL FOR TRENCHES Partial backfill to protect the pipe will be permitted immediately after the pipe has been properly laid in accordance with the Plans and these Specifications. Complete backfilling of trenches will not be permitted until the section of conduit installed has been inspected by the Engineer and any requirements of necessary permits are fulfilled. From the point 12 inches above the top of the conduit barrel, the backfill material to be used in the trench section shall be suitable native material or Bank Run Gravel, as specified in Section 02700, except where required or shown on the Plans to use other material. The Contractor shall place backfill in horizontal lifts not to exceed 8 inches in thickness. All backfill shall be free of large rocks, organic matter, stumps, trees, pieces of pavement, broken concrete and other deleterious substances. The Contractor shall remedy, at his expense, any defects that appear in the backfill prior to final acceptance of the work. Cleanup operations shall progress immediately behind backfilling to accommodate the return to normal use of the trench area. 3.4 REUSE AND DISPOSAL OF EXCAVATED MATERIAL Excavated materials shall be properly protected and reused where possible. Excavated materials not used for fill shall be hauled to an approved waste site(s), as selected by the Contractor. The Contractor shall submit a list of approved waste haul site(s) to the Engineer prior to the commencement of hauling of waste City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 02300-3 materials. Any permits required for waste haul and disposal shall be the responsibility of the Contractor. 3.5 FINAL SITE GRADING Excavations and backfill shall be to the elevations required for the placement of all surface restorations, such as asphalt, concrete, gravel surfacing, or landscaping. All areas shall be graded to provide proper drainage. The final ground surface shall be smooth, raked free of debris and stones, and prepared for restoration. 3.6 TRENCH COMPACTION Trench backfill materials shall be moisture conditions to within three percent of optimum moisture content. Water settlement is not allowed for compaction. Compaction of the backfill in all trenches shall be performed by using mechanical equipment to at least 90 percent of the maximum dry density, using the Modified Proctor, per ASTM D 1557. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 02300-4 SECTION 02700 GRAVEL MATERIALS PART1 GENERAL 1.1 SCOPE The work specified in this Section includes the various types of granular materials that are to be used in trenches and other excavations as shown on the Plans and as specified herein. 1.2 RELATED WORK SPECIFIED ELSEWHERE Section Item 02300 Earthwork 16130 Raceway and Boxes 1.3 SUBMITTALS The Contractor shall provide certificates of laboratory tests, indicating particle size distribution for review for each type of granular material furnished and proctor test reports for all material to be placed as conduit bedding material, trench backfill. The certificates and proctor test reports shall be provided to the Engineer at least 5 calendar days prior to placement. 1.4 PAYMENT The lump sum contract price for ELECTRICAL, TELEMETRY, AND INSTRUMENTATION shall include but not be limited to all labor, materials, equipment, and incidentals associated with conduit trenching, backfill, and compaction as shown on the Plans and as specified herein. The lump sum contract price for APPURTENANCES shall include but not be limited to all labor, materials, equipment, and incidentals associated with wet line trenching, backfill, and compaction as shown on the Plans and as specified herein. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 02700-1 PART 2 PRODUCTS 2.1 BANK RUN GRAVEL FOR TRENCH BACKFILL Bank run gravel for trench backfill shall be free from organic matter or other deleterious materials and in conformance with Section 9-03.19 of the WSDOT Standard Specifications. 2.2 MISCELLANEOUS GRAVEL If the Plans call for a gravel that is not herein specified then the gravel shall conform to the type of gravel called for. PART 3 EXECUTION 3.1 BANK RUN GRAVEL FOR TRENCH BACKFILL Bank run gravel for trench backfill shall be used where excavated material is unsuitable or unavailable for the backfill of trenches as approved by the Engineer. In the event the Contractor overexcavates the pipe trench, or if the width of the pipe trench becomes wider than the pay limit shown on the Plans, all material so placed shall be at the Contractor's sole expense. 3.2 MISCELLANEOUS GRAVEL Miscellaneous gravel shall be installed per the Plans. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 02700-2 SECTION 02950 SITE RESTORATION AND REHABILITATION PART GENERAL 1.1 SCOPE The work specified in this Section includes those areas which shall be restored with hydroseeding. The work also includes repair and replacement of fencing and other property features impacted by construction. Particular care shall be taken to minimize damage to landscaped areas within and adjacent to construction areas. In the event construction is to be carried out in areas, which are landscaped, appropriate measures shall be taken to restore such areas to conditions existing prior to construction. 1.2 PAYMENT All costs for site restoration and rehabilitation as specified herein including watering, maintenance, and protection during the 2 years following the date of the project acceptance shall be included in the lump sum price for SITE RESTORATION. 1.3 QUALITY ASSURANCE A. FERTILIZER Conform to Washington State Department of Agriculture Laws and Federal Specification O-F-241 D pertaining to commercial fertilizers. B. SEED Conform to the standards for "certified" -grade seed or better. Furnished in standard container on which the following information is shown: seed name, lot number, net weight, percentage of purity, germination, weed seed and inert material. Furnish to the Engineer duplicate copies of a statement signed by the vendor, certifying that each lot of seed has been tested by a recognized seed testing laboratory within 6 months before the date of delivery on the Project. Seed that is wet, moldy, or otherwise damaged in transit or storage will not be accepted. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #1s599 02950-1 PART 2 PRODUCTS 2.1 HYDROSEEDING Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. The seed mixture for property restoration shall have the following composition, proportion, and quality: Weight Proportion Seed Mix' "B" Ingredient Min. % Pure Seed Min: % Germination � -,Max. ax. Weed Seed p 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial Ryegrass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual Ryegrass 95% 90% 0.5% The seed mixture shall have the following composition, proportion and quality: The seed shall be applied at a minimum rate of 120 pounds per acre. The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. A commercial fertilizer of the following formulation shall be furnished as specified, and all fertilizer shall be premixed prior to use on the job. The fertilizer shall be applied at the rate of 500 lbs. per acre. Nitrogen (Inorganic) as Nitrogen (Organic) Phosphorous Potassium Nz Ureaformaldeh de as P205 as K20 lbstAcre 10% 38% 20% 20% 500 The fertilizer shall contain a minimum of 60 percent slow -release nitrogen and all minor elements as well. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 02950-2 The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 2.2 FENCING REPAIR Should existing fences be impacted by construction activities, the fences shall be replaced as soon as practicable with matching materials. If existing fence posts are cast in concrete the contractor shall install new fence posts and cast them in place to match the original installation methodology. PART 3 EXECUTION 3.1 HYDROSEEDING Should existing grass areas be impacted by construction activities, the areas shall be hydroseeded to restore the site to the previous conditions. For those areas in which hydroseeding would be difficult, the Contractor may request approval from the Engineer to hand -apply the hydroseeding mix. Approval shall be granted for hand -application only after reviewing and approving the procedure that the Contractor recommends. Seeding, fertilizing, and mulching shall be installed in conformance with Sections 8-01 and 9-14 of the WSDOT Standard Specification. Seeding, fertilizing, and mulching shall be installed using an approved type hydroseeder. When weather conditions are not conducive to satisfactory results from seeding operations, the Engineer may order the work suspended and it shall be resumed only when the desired results are likely to be obtained. Areas that have received an application of mulching shall be inspected upon completion of the work and again on the completion of the application of seed and fertilizer. 3.2 HYDROSEEDING, WATERING MAINTENANCE AND PROTECTION The Contractor shall water, protect and care for all seeded areas until fully established and healthy. Watering of hydroseeded, grass sod, and landscaped areas shall be at the Contractor's expense until new plantings are fully established. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 02950-3 The Contractor shall guarantee landscaping materials and workmanship for a period of 2 years following the date of project acceptance. During the 2-year guarantee period, should any planted areas show signs of failure, such as dead or dying areas of grass or bare spots as part of the site restoration fail, the Contractor shall repair or replace all deficient seeded areas to the satisfaction of the Engineer. If any seeded areas require replacement, the Contractor's maintenance and guarantee period applicable to the replaced plants shall extend for an additional 1-year period after the time of the replacement. The Contractor shall mow all newly established lawn areas a minimum of two mowings. The first mowing shall be performed only after an established and healthy stand of grass is judged to have grown. The second mowing shall occur upon establishment of second healthy stand of grass (4 inches in height). 3.3 FINISHING AND CLEANUP Before acceptance of the Project, all conduit, and appurtenances shall be cleaned of all debris and foreign material. In undeveloped areas, the entire area which has been disturbed by the construction shall be shaped so that, upon completion, the area will present a uniform appearance, blending into the contour of the adjacent properties. All other requirements outlined previously shall be met. Upon completion of the cleaning and dressing, the Project shall appear uniform in all respects. All graded areas shall be true to line and grade as shown on the typical sections and as required by the Engineer. 3.4 CONSTRUCTION ACCEPTANCE The Contractor shall protect and care for all seeded and sodded areas until fully established and healthy. Care shall include equipment and labor necessary to provide sufficient and continuous watering of all seeded areas until final acceptance. The Contractor shall guarantee landscaping materials and workmanship for a period of 2 years following the date of project acceptance. During the 2-year guarantee period, should any seed areas show signs of failure such as dead or dying areas of grass or bare spots, the Contractor shall repair or replace all deficient areas to the satisfaction of the Engineer. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 02950-4 DIVISION 5 METALS SECTION 05500 MISCELLANEOUS METAL FABRICATIONS PART1 GENERAL 1.1 SCOPE The work specified in this Section includes the of miscellaneous metal fabrication work as shown on the Drawings and includes, but is not limited to, the following: preassembled stairs, ladders, handrails, guardrails, railings, grating, including stair treads and nosings; floor plates and covers, custom fabricated pipe brackets, supports, and pipe sleeves; and manways. 1.2 RELATED WORK SPECIFIED ELSEWHERE Section Item 09900 Painting 13211 Steel Reservoir Repairs and Improvements 1.3 REFERENCES This section references the latest revisions of the following documents: Reference Title ASTM A36 Structural Steel ASTM A53 Hot -Dipped, Zinc -coated Welded and Seamless Steel Pipe ASTM A123 Zinc (Hot -Galvanized) Coatings on Products Fabricated From Rolled, Pressed and Forged Steel Shapes, Plates, Bars, and Strip ASTM A153 Zinc Coating (Hot -Dip) on Iron and Steel Hardware ASTM A240 Heat -Resisting Chromium and Chromium -Nickel Stainless Steel Plate, Sheet and Strip for Pressure Vessels ASTM A283 Carbon Steel Plates, Shapes, and Bars ASTM A307 Carbon Steel Externally Threaded Standard Fasteners ASTM A325 High Strength Bolts for Structural Steel Joints ASTM A386 Zinc -Coating (Hot -Dip) on Assembled Steel Products ASTM A446 Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process, Structural (Physical) Quality ASTM A500 Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes ASTM A501 Hot -Formed Welded and Seamless Carbon Steel Structural Tubing ASTM B221 Aluminum -Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 05500-1 ASTM B241 Aluminum -Alloy Seamless Pipe and Seamless Extruded Steel Tube NAAMM National Association of Architectural Metal Manufacturers, "Metal Bar Grating Manual" AISC American Institute of Steel Construction AWS 131.1 Structural Welding Code - Steel AWS D1.2 Structural Welding Code - Aluminum SSPC Steel Structures Painting Council 1.4 SUBMITTALS The following information shall be submitted in accordance with City of Kent Special Provisions. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. 1.5 PAYMENT The lump sum contract price for STRUCTURAL MODIFICATIONS shall include all costs for labor, materials, tools, generators, fuel, other appurtenances, and equipment for field fitting and miscellaneous metal fabrications necessary for demolition, wastehauling, and disposal of existing and installation of new ladder platform, intermediate platform, ladder modifications, roof platform, roof access hatch, and removal of excess mountings, as described herein and as shown on the Plans. The lump sum contract price for SAFETY MODIFICATIONS shall include all costs for labor, materials, tools, generators, fuel, other appurtenances, and equipment for field fitting and miscellaneous metal fabrications necessary for demolition, wastehauling, and disposal of existing and installation of new guardrails, guardrail cable safety systems, ladder cage, and ladder cable safety system as described herein and as shown on the Plans. The lump sum contract price for APPURTENANCES shall include all costs for labor, materials, tools, generators, fuel, other appurtenances, and equipment for field fitting and miscellaneous metal fabrications necessary for demolition, wastehauling, and disposal of existing and installation of new roof vent, level gauge board assembly, sample station, and wetted line as described herein and as shown on the Plans. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 05500-2 PART 2 PRODUCTS 2.1 MATERIALS A. STEEL CASTINGS Comply with ASTM A27. Grade 65-35, medium strength carbon steel. B. STRUCTURAL STEEL Comply with ASTM A36 or ASTM A572. C. STAINLESS STEEL Comply with ASTM A276, Type 316. D. ALUMINUM ALLOY EXTRUDED BARS, RODS, WIRE, SHAPES AND TUBES Comply with ASTM B221, Alloy 6061-6. E. ELECTRODES FOR WELDING Comply with AWS, using ASTM A233, E-60 or E-70 Series. F. ZINC COATING Comply with ASTM A123 or ASTM A153. G. PAINTING For reservoir accessories comply with Section 09970. Otherwise comply with Section 09900. H. HEADED STUD -TYPE CONNECTORS ASTM A108, Grade 1015, forged steel, uncoated. I. HIGH -STRENGTH THREADED FASTENERS Heavy hexagon structural bolts, heavy hexagon nuts and hardened washers as follows: Quenched and tempered medium carbon steel bolts, nuts and washers complying with ASTM A325. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 05500-3 Quenched and tempered alloy steel bolts, nuts and washers complying with ASTM A490 where indicated. Provide and install bolts with load indicator devices (load indicator washers or snap -off heads). J. ANCHOR BOLTS AND THREADED RODS ASTM F 1554, Grade 36, unless noted otherwise. ASTM A276, Type 316, stainless steel. K. UNFINISHED THREADED FASTENERS ASTM A307, Grade A, regular low -carbon steel bolts and nuts. Provide hexagonal heads and nuts for all connections. L. EXPANSION ANCHORS Provide size and type indicated. Expansion anchors shall be one piece stud type, wedge -style anchor. Carbon steel expansion anchors shall meet the following: • Stud: ASTM A108 and zinc plated in accordance with ASTM B633 • Wedge: AISI 1010 carbon steel • Nut: ASTM A563 Grade A • Washer: SAE 1005-1020 Stainless steel expansion anchors shall meet the following: • Stud: ASTM F593, AISI 304 or 316 • Wedge: AISI 304 or 316 • Nut: ASTM F594 • Washer: AISI 304 or 316 conforming to ASTM A240 Subject to compliance with the requirements, products which may be incorporated in the work include, but are not limited to, the following: KWIK Bolt, Hilti, Inc. Power -Stud, Powers Fasteners, Inc. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 05500-4 2.2 PRODUCTS A. GRATING AND STAIR TREADS Grating shall be serrated, hot -dip galvanized steel rectangular bar grating complying with the requirements of NAAMM "Metal Bar Grating Manual;" in addition, stair treads shall be provided with 1-1/4-inch corratred nosings. Unless noted otherwise on the Drawings, minimum size of galvanized grating shall be 1-1/2" x 3/16" bearing bars at 1-3/16 inch on center with cross bars at 4 inches on center for a maximum span of 4'-6". For spans greater than T-6", grating shall be designed for 100 psf uniform load and 250 pounds concentrated load and 1/2 inch maximum deflection. Stair treads shall be designed for 300-pound concentrated load with 33-1/3 percent impact. Subject to compliance with the requirements, products which may be incorporated in the work include, but are not limited to the following: AMICO Bar Grating IKG Borden McNichols Co. Seidlehuber Metal Products 2.3 FABRICATION Fit and shop assemble components in the largest practical size for delivery and installation at site. A. GENERAL Provide galvanized fasteners with zinc coated items except as noted below. B. GUARDRAIL AND RAILINGS Unless noted otherwise, handrail and railing assemblies shall include a minimum 1/4" x 4" steel kick plate. Fabricate components with joints tightly fitted and secured. Fabricate anchors and related components of the same material and finish unless noted otherwise. Coordinate and accurately form components to suit stairs, landings and building structure. All stair stringers shall have handrail installed on them, unless noted otherwise. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 05500-5 C. GRATING AND STAIR TREADS Fabricate with bearing bars placed edgewise and joined by straight cross bars. Do not notch, slot or cut bearing bars to receive cross bars. Cross bars shall be secured to the main bearing bars to prevent turning, twisting, or coming loose. Each of the cross bars shall be trimmed flush with outside face of bearing bars. Grating shall be fully banded at ends and at all openings. Provide anchorage as indicated on the Drawings. D. ACCESSORIES Provide necessary accessories as required for complete installation of products. Provide anchors, anchor bolts, plates, angles, hangers, struts, and other items required for connecting stairs to structure. PART 3 EXECUTION 3.1 EXAMINATION Verify that field conditions are acceptable and are ready to receive the work. 3.2 PREPARATION Clean and strip primed steel items to bare metal where site welding is required. Supply items required to be cast into concrete or embedded in masonry with setting templates. Paint embedded aluminum items in accordance with Section 09900. 3.3 INSTALLATION A. TOLERANCES Install items plumb and level, accurately fitted, free from distortion or defects. Comply with the following tolerances: Maximum Variation From Plumb: 1/4 inch (6 mm) per story, non -accumulative. Maximum Offset From True Alignment: 1/4 inch (6 mm). Allow for erection loads, and provide sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 05500-6 B. BOLTING AND WELDING Field bolt and weld to match shop bolting and welding. Conceal bolts and screws whenever possible. Field weld components as indicated on the Drawings. Perform field welding in accordance with AWS D1.1 or AWS D1.2. Obtain Engineer approval prior to field cutting or making adjustments not scheduled on the shop drawings. C. COATINGS For reservoir accessories, comply with Section 09970. Otherwise comply with Section 09900. D. DISSIMILAR MATERIALS Avoid direct fastening of dissimilar metals to one another, i.e., steel to aluminum. Where dissimilar metals are in contact, the contact surface of each metal shall be entirely coated with epoxy paint. Where aluminum components are mounted to concrete, coat the aluminum surfaces in accordance with Section 09900. E. ANCHORING GRATING All grating shall be mechanically fastened into place. Provide plate fasteners or F-9 fasteners as recommended by the manufacturer. Where removable grating is specified on the Drawings, fasteners shall be provided and installed to allow for easy removal of the grating. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 05500-7 DIVISION 9 FINISHES SECTION 09900 PAINTING PART1 GENERAL 1.1 SCOPE The work specified in this Section covers the furnishing and installation of galvanized touchup. All other coatings specified in Section 09970. Unless specifically noted otherwise in these Specifications or on the Plans, all work performed under this Contract (both new work and modifications to existing facilities) shall be painted. 1.2 RELATED WORK SPECIFIED ELSEWHERE Section Item 09970 Reservoir Surface Preparation and Painting 13211 Steel Reservoir Repairs and Improvements Division 16 Electrical 1.3 REFERENCED STANDARDS The following standards are referenced and shall be considered a part of these Specifications: American National Standards Institute (ANSI): A159.1, Surface Preparation Specifications; Z53.1, Safety Color Code for Marking Physical Hazards American Society for Testing and Materials (ASTM): D4263, Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method E84, Standard Test Method for Surface Burning Characteristics of Building Materials National Fire Protection Association (NFPA): 101, Life Safety Code Steel Structures Painting Council (SSPC): SP-1, Solvent Cleaning SP-2, Hand Tool Cleaning SP-3, Power Tool Cleaning SP-5, White Metal Blast Clearing SP-6, Commercial Blast Cleaning City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09900-1 SP-7, Brush-off Blast Cleaning SP-10, Near -White Blast Cleaning SP-11, Power Tool Cleaning SP-13 Surface Preparation for Concrete Surfaces VIS-89, Visual Standard 1.4 DEFINITIONS A. PAINT Includes fillers, primers, sealers, emulsions, oils, alkyds, latex, enamels, thinners, stains, epoxies, vinyls, urethanes, shellacs, varnishes and any other applied coating specified within these Specifications or shown on the Plans. B. PAINTING COVERAGE RATE Coverage's expressed in SF/GAL/coat are the manufacturer's published theoretical coverage's in square feet per gallon per coat. 1.5 SUBMITTALS The following information shall be submitted in accordance with Special Provisions Part 1, Section 1-06.7 (Submittals). Written acknowledgment and certification that products submitted meet requirements of standards referenced in this Section. 2. Manufacturer's application instructions for primer, finish, and mural coats. 3. Manufacturer's surface preparation instructions. 4. Manufacturer's full line of color samples for color selection by Engineer. 5. If products being used are manufactured by a company other than the specified reference standard, the Contractor must provide a complete comparison of the proposed products with the specified rerefence products per Part 2.1 requirements, including application procedure, coverage rates, and verification that product is designed for intended use. Information must be provided that demonstrates that manufacturer's products are equal to the performance standards of products manufactured by Sherwin Williams, which is the reference standard. 6. Manufacturer's approval of protective coating systems applicator. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09900-2 1.6 PAYMENT All costs of the work specified herein shall be included in the lump sum bid item for RESERVOIR EXTERIOR PREPARATION AND RECOATING. The lump sum contract price for RESERVOIR EXTERIOR PREPARATION AND RECOATING shall include all labor, generators, fuel, other appurtenances, materials, equipment, and incidentals associated with galvanized metal touchup and appurtenance coating as shown on the Plans and as specified herein. PART 2 PRODUCTS 2.1 APPROVED MANUFACTURERS The following is an approved coating systems manufacturers list subject to compliance with the Specifications contained herein: I. Sherwin Williams. No substitutions shall be allowed that change the number of coats, thickness or generic type of paint required. All materials shall be brought to the jobsite in the original sealed and labeled containers of the paint manufacturer and shall be subject to inspection by the Engineer. No coating materials other than those specified shall be brought to the jobsite. Thinners, driers and oils brought to the jobsite shall be only those recommended and approved by the paint manufacturer. All paint shall conform to the applicable air quality regulations at the point of application. Any paint material which cannot be guaranteed by the manufacturer to comply, whether specified by product designation or not, shall not be used. It shall be the responsibility of the Contractor to ensure the compatibility of the field painting products which will be in contact with each other or which will be applied over shop painted or previously painted surfaces. Paint used in successive field coats shall be produced by the same manufacturer. Paint used in the first field coat over shop painted or previously painted surfaces shall cause no wrinkling, lifting, or other damage to the underlying paint. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #1s599 09900-3 2.2 PAINT SYSTEMS A. GALVANIZED SURFACE TOUCHUP Scope This Section shall apply to all galvanized surfaces, which have received minor damage to the galvanized surface during construction. 2. Surface Preparation Power tool cleaning, SSPC-SP-3. 3. Coatings Paint System: Product: Z.R.C. Cold Galvanized Repair Compound MDFT: 3 to 5 mils Total MDFT: 3.0 mils 2.3 COLORS A. GENERAL Paint colors used for the finish coatings on piping and building surfaces shall conform to the following schedules. All finishes shall be glossy unless otherwise specified. Finish coatings, which are applied in the shop by the manufacturer, shall conform with this color schedule wherever possible. Factory coatings which are damaged during shipment or installation, or which are not of suitable color, as determined by the Engineer, shall be recoated in the field in accordance with these Specifications. Color samples shall be submitted to the Engineer for approval prior to application of any field or shop coatings. B. EQUIPMENT COLOR SCHEDULE Appurtenances on the exterior of the reservoir shall be the color chosen for the exterior. Appurtenances on the interior of the reservoir shall be the color chosen for the interior. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09900-4 PART 3 EXECUTION 3.1 GENERAL It is the intent of these Specifications that materials and workmanship be provided such that the highest quality job is obtained. The completed work, prior to acceptance, must be free from runs, skips, mars and any other disfiguring mark due to faulty workmanship or care of the completed work. It is the responsibility of the Contractor to ensure that all surfaces are prepared in accordance with the written recommendations and directions of the paint manufacturer whose paint is applied. Approval of conditions shall be obtained from the Engineer prior to applying any or all coats of paint; however, such approval shall not relieve the Contractor of his responsibility of conformance with these Specifications and conformance with the manufacturer's recommendations. It shall be the responsibility of the Contractor to prevent settling of dust or the occurrence of other conditions detrimental to the finished quality of the job and to repair any damaged paint at no additional cost to the City. Materials or equipment delivered with prime coats shall be touched up as required prior to the application of additional coating(s). The Contractor shall apply each coating at the rate and in the manner specified by the paint manufacturer. If material has thickened or must be diluted for application by spray gun, the coating shall be built-up to the same thickness achieved with undiluted material. Deficiencies in film thickness shall be corrected by the application of an additional coat(s) of paint. Film thickness shall be determined when dry by the Engineer with a magnetic dry film thickness gauge. The thickness gauge shall be calibrated with test shims. Where thinning is necessary, only the products of the manufacturer furnishing the paint and for the particular purpose shall be allowed. All thinning shall be done strictly in accordance with the manufacturer's instructions as well as with the full knowledge and approval of the Engineer. Paint application shall be performed strictly in accordance with the manufacturer's instructions. The additional conditions for application are listed herein and the most stringent requirement, between the manufacturer and these specifications, shall apply. No paint shall be applied when the surrounding air temperature, as measured in the shade, is below 40 degrees F. No paint shall be applied when the temperature of the surface to be painted is below 35 degrees F. Paint shall not be applied to wet or damp surfaces and shall not be applied in rain, snow, fog or mist or when the relative humidity exceeds 85 percent. No paint City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09900-5 shall be applied when it is expected that the relative humidity will exceed 85 percent or that the air temperature will drop below 40 degrees F within 18 hours after the application of the paint. Dew or moisture condensation should be anticipated and if such conditions are prevalent, painting shall be delayed until conditions improve to be certain that the surfaces are dry prior to application of paint. No paint shall be applied when the ambient temperature is less than 50F above the dewpoint. Further, the day's painting shall be completed well within advance of the probable time of day when condensation will occur, in order to permit the paint film an appreciable drying time prior to the formation of moisture. Manufacturer's recommended drying time shall be construed to mean "under normal conditions." Where conditions are other than normal because of the weather or because painting must be done in confined spaces, longer drying times shall be necessary. The manufacturer's recommendations for recoating time intervals shall be strictly adhered to. Adequate ventilation, which will effectively remove solvents, shall be provided for proper drying of paints on interior surfaces. A minimum of 7-consecutive calendar days at 70 degrees F following the application of the final coat on submerged surfaces shall be required before submergence. Longer periods shall be allowed prior to submergence if recommended by the paint manufacturer or if weather conditions require a longer curing time. Contractor shall store paint a minimum of 48 hours at the recommended mixing temperature prior to application so that the paint is a uniform temperature. In no case shall paint be kept or brought to a temperature outside of the storage temperature stated by the manufacturer. Any paint reaching such temperature shall be marked as such and removed from the job site at the end of the working day. 3.2 MIXING AND THINNING Paint shall be thoroughly mixed each time any is withdrawn from the container. Paint containers shall be kept tightly closed except while paint is being withdrawn. Paint shall be factory mixed to proper consistency and viscosity for hot weather application without thinning. Thinning will be permitted only as necessary to obtain recommended coverage at lower application temperatures. Only thinners approved by the paint manufacturer shall be used. In no case shall the wet film thickness of applied paint be reduced, by addition of paint thinner or otherwise, below the thickness recommended by the paint manufacturer. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09900-6 3.3 SURFACE PREPARATION A. GENERAL Surfaces shall be dry and thoroughly cleaned of foreign materials with all defects filled or removed. All trades employed shall leave the surfaces of their work in such a condition that only minor cleaning, sanding and filling is required of the painting trade for surface preparation. Hardware, switchplates, machined surfaces, nameplates, lighting fixtures, wiring, and all other surfaces not to be painted shall be removed or otherwise protected. Drop cloths shall be provided, where necessary, to avoid spotting of surfaces adjacent to the item being painted. Working parts of electrical equipment shall be protected from damage during surface preparation and painting operations. Ferrous metal cleaning shall be in accordance with Steel Structures Painting Council Specifications (SSPC). Description SSPC White Metal Blast Cleaning SP-5 Commercial Blast Cleaning SP-6 Brush -Off Blast Cleaning SP-7 Near -White Blast Cleaning SP-10 Preparation of Concrete SP-13 The words "blast cleaning" or equivalent phrases of equal intent shall be taken to refer to the applicable SSPC specification when used in the paint manufacturer's recommendations or these Specifications. Hand tool cleaning shall be used when power tool cleaning is not possible. Hand and power tool cleaning shall be in accordance with SSPC Specifications SP-2, SP-3 or SP-11, respectively. The blast cleaning surface profile depth shall be per manufacturer's recommended depth. B. FERROUS METAL, GALVANIZED METAL AND HOLLOW METAL SURFACES The Contractor shall assure that fabrication, welding or burning is completed prior to the sandblasting operation. The Contractor shall chip or grind off flux, spatter, slag or other laminations left from welding. The Contractor shall remove all mill scale. The Contractor shall grind smooth rough welds and other sharp projections. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #1s599 09900-7 The Contractor shall near -white blast clean, in accordance with SSPC SP-10, all surfaces except galvanized surfaces. The Engineer reserves the right to accept preparation of these surfaces in accordance with SSPC SP-3 for areas not practical or possible to sandblast to SSPC SP-6 requirements. The Contractor shall apply prime coat on cleaned surfaces within 2 hours of cleaning. The Contractor shall solvent clean galvanized surfaces in accordance with SSPC SP-1. Final surface preparation for galvanized surfaces shall be determined by the paint manufacturer. C. SURFACE PREPARATION TOUCHUP The Contractor shall sandblast the following equipment items or surfaces in accordance with applicable SSPC standards whether prime coated or not: • Shop primed surfaces, which have 2 percent or more of the primed surface damaged. If catalyzed epoxy prime coat has been exposed to sunlight for longer than 60 days. D. PREPARATION BY SANDBLASTING The Contractor shall not sandblast surfaces that will be wet after blasting and before painting. The Contractor shall apply primer to sandblasted surfaces the same day that the surface is blasted and before rusting occurs. The Contractor shall reblast surfaces allowed to set overnight prior to priming or surfaces that show rust bloom. The sand shall be clean, water washed, with controlled particle size and high silica content. The sand shall have sharp, angular surfaces and contain no clay particles or other extraneous matter. The profile depth of sandblasted surfaces shall be not less than 1 mil or greater than 2 mils, unless required otherwise by the coating manufacturer. Compressed air for blasting shall be free of water and oil. The Contractor shall provide accessible separators and traps, shall confine sandblast sand to the area being blasted, shall provide shields of polyethylene sheeting or other such barriers to confine sand and shall plug pipes, holes or openings before sandblasting and keep them plugged until the sandblasting operation is complete and the sand is removed. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09900-8 The Contractor shall protect nameplates, valve stems, rotating equipment, motors and other items that may be damaged from sandblasting. The Contractor shall reblast surfaces not meeting the requirements of these Specifications. 3.4 APPLICATION A. GENERAL The Contractor shall mix and apply coatings by brush, roller or spray in accordance with the manufacturer's installation instructions. Spraying equipment shall be inspected and approved in writing by the coating manufacturer. The Contractor shall provide complete coverages to the mil thickness specified. The thickness specified shall be dry film mil thickness. All paint systems are "to cover." In situations of discrepancy between the manufacturer's square footage coverage rates and mil thickness, mil thickness requirements govern. When color or undercoats show through, the Contractor shall apply additional coats until paint film is of uniform finish and color. The Contractor shall not apply consecutive coats until the Engineer has had an opportunity to observe and approve previous coats. The Contractor shall apply materials under adequate illumination, shall evenly spread and flow on to provide full, smooth coverage, shall work each application of material into corners, crevices, joints and other difficult to work areas, shall avoid degradation and contamination of blasted surfaces and avoid intercoat contamination, shall clean contaminated surfaces before applying next coat and shall immediately smooth out runs or sags, or remove and recoat entire surfaces. The Contractor shall assure that preceding coats are dry before recoating, shall recoat within the time limits specified by the coating manufacturer and shall allow coated surfaces to cure prior to allowing traffic or other work to proceed. The Contractor shall coat all aluminum surfaces in contact with dissimilar materials. All fabricated and structural steel shall have prime coat(s) applied in the shop and finish coat(s) applied in the field. During application of either prime or intermediate coats, brush coat all weld seams, edges, angles, fasteners and other irregular surfaces to insure a monolithic film, pinhole free surface. All coats of paint shall be uniform in color and sheen without streaks, laps, runs, drips, sags or missed areas. All submerged or intermittently submerged materials shall have surface preparation and coatings applied prior to installation unless otherwise City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 09900-9 approved by the Engineer. All pipe, pipe supports, and pipe hangers that will be painted shall have surface preparation and coatings applied prior to installation. B. FINISH SCHEDULE All work performed under this Contract (including new work, modifications to existing facilities, and existing facilities) shall be painted. If the finish schedule requires wall surfaces to be painted in a particular space, the Contractor shall paint all appurtenant surfaces unless specifically noted not to be painted on the Plans. These items to be painted shall include: Exterior of steel piping whether exposed or buried. 2. Ferrous metals. 3. Copper and brass surfaces. 4. Inside and/or outside of ferrous metal tankage including legs and cross supports. 5. New machinery and equipment except: a. Electrical panels; b. Raceways; The Contractor shall paint all exposed interior and exterior surfaces including: 1. Conduit and appurtenances. 2. Exterior and interior surfaces of ferrous metal tankage. 3. Ferrous metals. The Contractor shall not paint the following elements unless specifically noted on the Plans to be painted: 1. Stainless steel surfaces except as required to identify piping. 2. Exposed to view aluminum surfaces. 3. Galvanized metal surfaces. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #1s599 09900-10 4. Interior of pipe, ductwork, and conduits. 5. Moving parts of mechanical and electrical units. 6. Code labels and equipment identification and rating plates. 7. Contact surfaces of friction -type connections. 8. Pipe and/or duct lagging. 3.5 FIELD QUALITY CONTROL The Contractor shall be responsible for performing and assuring conformance with all requirements of these Specifications. The Contractor shall maintain daily records showing: • Start date of work in each area. • Date of application for each following coat. • Moisture content and surface temperature of substrate. Also record weather conditions, ambient air temperature, dew point, and temperature of the paint. • Provisions utilized to maintain temperature and humidity of work area within paint manufacturer's recommended ranges. The Contractor shall measure the surface temperature of items to be painted with surface temperature gauges specifically designed for such use. Use of "heat guns" shall only be allowed if they are rated to higher than 2 percent margin of error and calibrated against a surface temperature gauge. If the surface temperature is within 10 degrees F of the dew point, the measurement shall be made by a surface temperature gauge. The Contractor shall measure substrate humidity with humidity gauges specifically designed for such use. The Contractor shall measure wet paint with wet film thickness gauges. The Contractor shall measure paint dry film thickness with a Mikrotest gauge calibrated against the National Bureau of Standards "Certified Coating Thickness Calibration Standards" or a digital coating thickness gauge meeting or exceeding the specifications of the Elcometer 456E and with a current calibration certificate. The Engineer may direct measurement of paint thickness at any time during the project to ensure conformance with these Specifications. A sufficient number of dry film thickness measurements shall be made so that there is approximately one measurement for each 100 square feet of surface area painted. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09900-11 Where a wall or ceiling or other type of surface is disturbed and patched, the Contractor shall repaint entire wall or ceiling. The Contractor shall provide wet paint signs as necessary. The Contractor shall touch up damaged finish coats using the same material as specified for the finish coat. At the conclusion of all painting activities, Contractor shall submit a painting field test report to the Engineer showing the above information plus results of wet film and dry film thickness tests. Provide four copies of final test report. The City will employ an independent Painting Inspector as described in Section 09970. 3.6 PAINTING SITE Either shop painting or field painting and surface preparation shall be acceptable when painting work is performed in conformance with this Section, unless the painting is activity specified elsewhere in these Specifications. 3.7 PAINT THICKNESS All paint thicknesses specified herein are minimum dry film thickness (MDFT). The thickness of paint over metallic surfaces shall be measured with a magnetic thickness gauge or digital coating thickness gauge meeting the requirements of Section 3.5; paint thickness over wood or masonry shall vary in accordance with surface texture, but in no case shall the manufacturer's recommended coverage rate be exceeded. The minimum thicknesses given are total coating thickness for the coating specified, including multiple coats of the same material, where applicable. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 09900-12 SECTION 09970 RESERVOIR SURFACE PREPARATION AND PAINTING PART 1 GENERAL 1.1 SCOPE The work specified in this Section includes preparation of surfaces and completion of painting of the interior floor, ceiling, wall surfaces, accessories, riser interior, exterior roof, walls, legs, cross braces, drain/fill pipe, riser exterior, and areas damaged by the welding excluding aluminum items of the reservoir as required by the Drawings and as specified herein to include, but is not limited to, the following: A. RECOAT RESERVOIR INTERIOR AND EXTERIOR I . Clean interior and dispose of material; 2. Provide adequate ventilation, dust collection and equipment; 3. Provide dehumidification heaters, and/or forced air fans as required; 4. Provide all generators, fuel, and other appurtenances necessary to perform the work described herein. 5. Provide containment of blast material, per SSPC Guide 6 per Specifications. Plug the inlet and outlet pipe on the interior of the reservoir and prevent blast material from entering the riser. 6. Blast interior to obtain an SSPC-SP10 (near white blast) finish including the reservoir riser and prep other damaged areas and welds as specified; 7. Dispose of blast material. Blast material from the interior of the reservoir shall be removed through the existing reservoir roof access hatch. The existing exterior coating system has been tested and results are included in the Appendix. The exterior coating system has detectable levels of lead and other RCRA 8 metals; 8. Apply prime, stripe, intermediate, and finish coats of paint; 9. Blast exterior to obtain an SSPC-SP10 (near white blast) finish and prep other damaged areas and welds as specified; City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-1 10. Dispose of blast material. Blast material from the interior of the reservoir shall be removed through the existing reservoir roof access hatch. The existing exterior coating system has been tested and results are included in the Appendix. The exterior coating system has detectable levels of lead and other RCRA 8 metals; 11. Apply prime, stripe, intermediate, and finish coats of paint; 12. Allow proper curing time while providing dehumidification, heaters, and/or forced air fans, as required; 13. Disinfection and testing of the reservoir. All coating materials and workmanship shall be in conformance with AWWA D102 and as specified herein. The more stringent requirements of the AWWA Standard or this Section shall apply. All coatings in contact with potable water shall be certified by the National Sanitation Foundation (NSF) for compliance with NSF Standards 60 and 61. Additional coating preparation and application specifications are found in Section 09900. The Contractor is advised that electrical power is not available on site to use on this project. The Contractor shall provide its own source of power to perform all the required work. Associated cost for power generation and fuel shall be considered incidental to the various pay items in the contract. Contractor shall note noise restrictions in Section 1.5 H. In addition, the Contractor shall not remove any cross bracing or seismic members from the tank legs or center riser. 1.2 RELATED WORK SPECIFIED ELSEWHERE Section Item 1-06.7 Submittals 09900 Painting 1.3 REFERENCES ANSI/NSF 61 - Drinking Water System Components - Health Effects. ASTM D 16 - Terminology Relating to Paint, Varnish, Lacquer, and Related Products. AWWA C 652 — Disinfections of Water -Storage Facilities. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-2 AWWA D 102 — Painting Steel Water Storage Tanks. SSPC-SP 6/NACE 3 — Commercial Blast Cleaning. SSPC-SP 10/NACE 2 — Near -White Metal Blast Cleaning. SSPC-Guide, Guide 6 — Guide for Containing Surface Preparation Debris During Paint Removal Operation. SSPC-Guide, Guide 12 — Guide for Illumination of Industrial Painting Projects. SSPC-Guide 7 — Guide for Disposal of Lead -Contaminated Surface Preparation Debris. 1.4 SUBMITTALS The following information shall be submitted in accordance with Special Provisions Part 1, Section 1-06.7 (Submittals). A. Paint system data sheet for each of the distinctive products to be used. The information shall include manufacturer's name, product name, and number and required minimum dry film thickness. B. Manufacturer's written instructions for applying the primer, stripe, intermediate, and finish coats of paint. C. Manufacturer's Quality Assurance: Submit paint manufacturer's certification that coatings comply with specified requirements and are suitable for the intended application. D. Material Safety Data Sheets for all substances to be used and/or stored at the Project site. E. A Waste Handling and Disposal Plan that includes but is not limited to a description of the wastes that the Contractor expects to generate, waste characterizations, procedures and how wastes are to be collected, stored, contained, and disposed during the Project and how the nearby potable water facilities will be protected from potential contamination. F. A Ventilation Plan to provide adequate ventilation and respirators for personnel to meet all safety requirements and to carry away solvents during the curing phase of each coat. G. Reservoir Interior Environmental Control Plan that includes a description of the dehumidifier, ventilation, heating systems, environmental City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 09970-3 monitoring equipment, and procedures the Contractor anticipates using on the project. H. A Health and Safety Plan that includes but is not limited to methods for protecting workers from dust, paint fumes, exposure to lead, a description of the air handling system and appropriate emergency procedures. I. A Fall Safety Plan, that includes but is not limited to methods for protecting workers when working on the reservoir. J. A Materials Storage Plan, that includes but is not limited to provisions for temporary on -site storage of coating products and related materials. K. A Fueling Plan, that includes but is not limited to provisions for temporary on -site storage, transfer of fuels and lubricants, and how the nearby well will be protected from potential contamination. L. A Disinfection and Testing Plan, that includes but is not limited to written procedures and drawings for disinfection of the reservoir and collecting of samples to be tested by an independent laboratory. The Disinfection and Testing Plan shall include a plan for disposal of test water. M. A Containment Plan that includes, but is not limited to, written procedures and drawings for providing dust containment during the surface preparation of the reservoir exteriors, meeting the requirements of SSPC Guides 6 and 7, and how the nearby well will be protected from potential contamination. N. Certification that the interior paint coating in contact with potable water is certified in accordance with the National Sanitation Foundation Standard No. 61 and meets zinc -rich primer requirements of AWWA D102-03 System ICS-5. P. Provide a plan for blasting and blast removal including how the cleanliness of the inlet and outlet pipe will be maintained and how blast material will be removed from the interior of the reservoir through the existing reservoir roof access hatch. Provide an abrasive blast disposal plan that includes, but is not limited to, methods and materials planned for the proper storage, testing, disposal method, and disposal site for project blast material. Documentation of proper disposal will be required prior to project closeout. Proper adherence to all applicable laws, regulations, and standards for the safe handling of lead contaminated materials will be the responsibility of the Contractor. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 09970-4 Q. A Spill Prevention, Control and Countermeasure Plan per 40 CFR Part 112 including how the nearby well will be protected from potential contamination. R. An Access Plan that includes, but is not limited to, written procedures for providing access for City personnel to operational facilities, and the personal protective equipment that will be available to City personnel provided by the Contractor for accessing those facilities, particularly during containment of the reservoir. The above information shall be submitted 20 days prior to the painting process and shall be approved by the Engineer before any coatings are applied. 1.5 SITE ENVIRONMENTAL REQUIREMENTS A. The Contractor, in executing the work, shall maintain affected areas within and outside project boundaries free from environmental pollution that would be in violation of any federal, state, county, or local regulations. B. Staging areas established by the Contractor shall be limited to the minimum area absolutely required. Hazardous materials stored in the staging areas shall be placed on a leak proof membrane and surrounded with temporary retaining curbs as required to prevent soil contamination and/or the release of any contaminated material. Other precautions to prevent soil contamination shall consist of acceptable containers for the collection and disposal of all waste materials including rubbish, other debris, existing paint chips and other painting materials used for this project. C. Any liquid, semi -liquid, or saturated solids that tend to bleed must be conveyed in watertight containers. D. The Contractor shall not dispose of volatile wastes such as mineral spirits, oil, chemicals, paint thinner, or paint stripper in storm or sanitary drains. Disposal of wastes into streams or waterways is also strictly prohibited. Wastes shall be prohibited from entering the surface or subsurface water source(s). No paint or solvent material shall be disposed of on site, nor shall the Contractor burn or bury rubbish or waste materials on the project site. E. The use of petroleum products on the site shall be limited during construction to that amount absolutely necessary. Refueling shall be done in an area covered by a leak -proof membrane and surrounded by temporary retaining curbs as required. Any vehicle or piece of equipment that is leaking petroleum products, including fuel or hydraulic fluid, shall City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-5 be prohibited from the construction site. F. The Contractor shall prepare a Spill Prevention, Control and Countermeasure (SPCC) Plan and in the event a spill occurs on the construction site, the Contractor is responsible for contacting the Engineer and all appropriate agencies in accordance with applicable federal, state, and local regulations, including but not limited to WAC 173-303-145 (Spills and Discharges into the Environment). G. The Contractor shall comply with all applicable federal, state, and local laws including but not limited to WAC 173-303 Dangerous Waste Regulation relating to the collection, containment and transportation of hazardous substances and shall be contractually responsible for ensuring all subcontractors comply as well. H. Noise shall be minimized by using appropriate construction methods and equipment. The Contractor shall provide mufflers or acoustical barriers to maintain noise levels from tools and equipment within legal noise levels. See Kent City Code Chapter 8.05, Noise Control. Noise levels shall be limited to 55 dBA at the property line and between the hours of 10:00 p.m. and 7:00 a.m. noise levels shall be limited to 45 dBA at the property line. The Contractor shall strictly adhere to applicable regulations for fugitive dust emissions as specified by the Puget Sound Clean Air Agency. Any dust complaints received shall be immediately addressed by the Contractor. J. The Contractor shall be responsible for the temporary storage of painting materials, solvents, plus the collection and containment of all non- hazardous and hazardous wastes, debris and rubbish generated by construction activities for the duration of the Project and until the Engineer accepts the work as complete. The Contractor shall employ the necessary safe guards to protect the materials temporarily stored on site from accidental spills and vandalism. Temporary storage areas required for the Contractor to store hazardous substances and other wastes on site shall be confined to mutually agreed upon locations within the site. The Contractor shall be confined to the location(s) specified. Changes or modification to the temporary storage shall be permitted, provided the request is submitted in writing with a sketch of the proposed modification to the Engineer for review. K. Hazardous and non -hazardous substance storage on site is limited to the length of the Contract. All containers with hazardous substances shall be water tight and environmentally safe. When temporarily stored on site, all containers shall be placed on wooden pallets and contained within City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-6 leakproof membranes surrounded with temporary retaining curbs. Containers shall be stored up right in multiple rows, stacking containers on top of one other is prohibited. L. The Contractor shall be responsible for transporting and disposal of all materials generated from the cleaning process to include but not limited to: all abrasive paint removal materials and all other hazardous and non- hazardous substances, debris and rubbish generated from the surface preparation, application of the new coating system and other construction activities. All materials shall be removed from the site by the Contractor prior to Project acceptance and disposed of or recycled in accordance with all federal, state, county, and local regulations. 1.6 CONTRACTOR'S QUALIFICATIONS The Contractor or subcontractor performing the surface preparation and painting (shop and field) shall have completed at least five water reservoirs of similar complexity and cost in the Pacific Northwest or Alaska within the past 10 years. For each referenced project, submit in a well -organized tabular format the name, address, and telephone number of the owner of the project, the name and location of project, a brief description of the work, the initial contract amount, the final contract amount, the initial contract time and final completion time, and year completed. The Engineer shall have the right to reject any and all painters based on lack of qualifications. Any costs associated with obtaining approval of the painter or substitution of a new painter shall be considered incidental to the Project and no additional payment will be made. 1.7 MANUFACTURER'S SERVICE It shall be the responsibility of the paint manufacturer to work with the Contractor as a working team to obtain a good protective coating for the interior and exterior surfaces of the reservoir. A. The Manufacturer's representative shall be notified and be present at the jobsite on the first day of painting to verify that proper surface preparation has been provided and that coatings are being applied in conformance with these Specifications. B. The Manufacturer's representative shall be available on request by either the Engineer or the Contractor for further confirmation of proper painting procedures throughout the field painting phase of construction, particularly prior to applying the next coat of paint. C. The Manufacturer's representative shall assist in the inspection of the surface coatings, upon completion of the final coats of paint to principally City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-7 check the minimum dry film thickness (DFT) of the coatings. D. The Manufacturer's representative shall assist in performing the first year and second year anniversary inspection of the interior and exterior coatings at no additional cost to the City. 1.8 INSPECTION The Engineer will provide an independent Painting Inspector to review and inspect the work. The Inspector will review surface preparation, dry film thickness measurements, coating product identification including batch numbers of products, and weather conditions. The Contractor shall make available, at the Inspector's request, access to man -lifts, scaffolding, safety equipment, and work areas as necessary to perform coatings inspections. 1.9 EXISTING RESERVOIR CONDITIONS A. DIMENSIONS Capacity: 125,000 gallons Diameter (tank): 32'-0" Diameter (foundation): 59'-7" Height (tank): 23'-2" Height (to water surface from ground): 98'-2" B. PREVIOUS INTERIOR COATING Previous coating systems are unknown. Original construction drawings indicate two coats of red lead primer (exterior has one coat.) The Contractor shall assume that the interior paint contains levels of RCRA 8 metals in concentrations at least as high as the exterior, a RCRA 8 metals test for which is contained in the appendices. C. PREVIOUS EXTERIOR COATING Previous coating systems are unknown. The existing coating does contain RCRA 8 metals and a RCRA 8 metals test is included in the appendices. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-8 1.10 DELIVERY, STORAGE AND HANDLING Deliver materials to the site in the paint manufacturer's original, unopened containers and packaging, with label clearly identifying: • Coating or material name. • Name of Paint Manufacturer. • Color name and number. • Date of manufacture. • Batch number. • Mixing and thinning instructions. Store paint materials in a protected area that is heated or cooled to maintain temperature range recommended by the paint manufacturer. Keep materials sealed until time of application. Do not use materials after expiration of shelf life limit as indicated by the Paint Manufacturer. 1.11 PAYMENT REMOVAL OF MILL SCALE will be measured per square foot of reservoir surface where mill scale is identified and removed through abrasive blasting. Should the Contractor encounter mill scale during the process of completing surface preparation of the reservoir, the Contractor shall notify the Engineer. The Engineer will review the surface and if mill scale is present, measure its extent. The Contractor shall remove all paint and corrosion as necessary to expose the mill scale and allow the Engineer to determine the square footage of mill scale present. There will be no compensation allowed for mill scale that is not identified by the Contractor and confirmed and measured by the Engineer. The unit price bid per square foot for removal of mill scale shall include all costs for the labor, materials, and equipment required to remove mill scale from the reservoir surface, should mill scale be encountered. The lump sum contract price for RESERVOIR EXTERIOR PREPARATION AND RECOATING shall include all labor, materials, equipment, generators, fuel, other appurtenances, and incidentals associated with preparing the exterior by abrasive blasting of and recoating the exterior of the 125K Reservoir including appurtenances both existing and new as shown on the Plans and as specified herein, including providing heat, dehumidification, and environmental controls from surface preparation through curing. Also included are the complete removal of pack rust, stratified rust, or any other form of rust. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-9 The lump sum contract price for RESERVOIR INTERIOR PREPARATION AND RECOATING shall include all labor, materials, equipment, generators, fuel, other appurtenances, and incidentals associated with preparing the interior by abrasive blasting of and recoating the interior of the 125K Reservoir, and provide new gaskets and galvanized bolts on the existing manway and roof access hatch, and disinfection as shown on the Plans and as specified herein, including providing heat, dehumidification, and environmental controls from surface preparation through curing. Also included are the complete removal of pack rust, stratified rust, or any other form of rust. The lump sum contract price for RESERVOIR CONTAINMENT shall include all costs for labor, materials, generators, fuel, other appurtenances, tools and equipment necessary to install containment of the existing reservoir, and to provide adequate ventilation, and equipment, including but not limited to, dehumidification, heaters, dust collection, and/or forced air fans as described in Section 09970, and as shown on the Plans. The lump sum contract price for SPCC PLAN shall include but not be limited to all labor, materials, equipment, and incidentals associated with preparation and implementation of a Spill Prevention, Control, and Countermeasure (SPCC) plan as shown on the Plans and as specified herein. PART 2 PRODUCTS 2.1 APPROVED MANUFACTURERS Subject to compliance with the Specifications contained herein, approved manufacturers offering coating systems which may be incorporated into the work include, but is not necessarily limited to the following: A. Sherwin Williams Sherwin Williams paint products are listed. All colors and types of paints indicated are Sherwin Williams coating systems. All coating applications shall be to the manufacturers' standards, specifications, requirements, and recommendations. Paint application shall be performed in strict accordance with manufacturer's printed instructions except that minimum coating thickness specified in paint schedule herein shall govern. 2.2 STORAGE AND HANDLING All materials delivered to the jobsite shall be in original sealed and labeled containers of the paint manufacturer. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-10 Store paint materials in a protected area that is heated or cooled to maintain temperature range recommended by the paint manufacturer. 2.3 INTERIOR RESERVOIR COATING The interior coating system shall be suitable for potable water service (AWWA D 102, System 3 modified for zinc -rich primer for entire interior surface). The interior system shall include: A. SHERWIN WILLIAMS Primer: Sherwin Williams Corothane I Galvapac I Zinc Primer or 2K Zinc Primer, applied at 2.0 to 4.0-mils dry film thickness. 2. Stripe Coat: Sherwin Williams Macropoxy 646PW, applied at 2.0 to 4.0 mils dry film thickness. 3. Intermediate Coat: Sherwin Williams Macropoxy 646PW applied at 5.0 to 6.0 mils dry film thickness. 4. Finish Coat: Sherwin Williams Macropoxy 646PW, applied at 5.0 to 6.0 mils dry film thickness. 5. The total dry film thickness of the complete interior paint coating system shall be in the range of 12.0 to 16.0 mils dry film thickness not including stripe coated areas. Stripe coated areas shall be in the range of 14.0 to 20.0 mils dry film thickness. 6. Finish interior shall be white. 2.4 EXTERIOR RESERVOIR COATING The exterior topcoat shall meet the requirements of AWWA D 102, System 6. The exterior system shall include: A. SHERWIN WILLIAMS Primer: All areas shall receive one coat of Sherwin Williams Corothane I Galvapac lK Zinc Primer, applied at 2.0- to 4.0-mils dry film thickness. 2. Stripe Coat: Sherwin Williams Macropoxy 646 FC, applied at 2.0- to 4.0-mils dry film thickness. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-11 3. Intermediate Coat: Sherwin Williams Macropoxy 646 FC, applied at 5.0- to 10.0-mils dry film thickness. 4. Finish Coat: Sherwin Williams Sher-Loxane 800, applied at 4.0- to 6.0-mils dry film thickness. Broadcast spread granules of sand in the last coat of topcoat material to provide a non-skid surface where indicated on the Plans. The total dry film thickness of the completed exterior paint coating system shall be 11 to 20 mils not including stripe coated areas. Stripe coated - areas shall be 13 to 24.0 mils. Finish color to be light blue. 2.5 COATING PERFORMANCE CRITERIA REQUIREMENTS A. INTERIOR COATING PERFORMANCE CRITERIA Interior coating materials shall meet or exceed the following test requirements established for the coating system. 1. Galvanic Protection a. Method: Primer applied to SSPC-SP10 Near -White Blast Clean hot rolled carbon steel. b. Requirement: The average measured potential of primer is -878 millivolts. 2. Adhesion a. Method: ASTM D4541 (TTM-34) Type V Posltester. b. Requirement: Not less than 2,083 pounds per square inch pull, average of three trials. C. Requirement: Not less than 800 pounds per square inch pull, average of three trials on primer. 3. Prohesion a. Method: TTM-80 Prohesion Cabinet Testing. b. Requirement: No blistering, cracking, rusting or delamination of film. No more than 1/64 inch creepage at scribe after 15,000 hours. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 09970-12 B. EXTERIOR COATING PERFORMANCE CRITERIA Exterior coating materials shall meet or exceed the following test requirements established for the coating system. 1. Primer a. Adhesion i. Method: ASTM D3359 Method B(Crosshatch Adhesion) Coating system applied to sandblasted steel panels and cured 30 days at 77 degrees F. ii. Requirement: Not less than a rating of 5, average of three tests. b. Salt Spray (Fog) i. Method: ASTM B 117. ii. Requirement: No blistering, cracking, rusting or delamination of film. No rusting at scribe after 1,500 hours exposure. 2. Finish a. QUV Exposure i. Method: ASTM G53 (UVA-340 bulbs, 4 hours light, 4 hours dark). ii. System: Series L69 HB Epoxoline/Series 740 EnduraSheild applied to SSPC-SP10 Near -White Blast cleaned steel and cured 14 days at 75 degrees F (24 degrees Q. iii. Requirement: No blistering, cracking or chalking. No gloss loss and no more than 0.67 DEoo (2.02 DEFMC2) color change after 4,000 hours exposure. b. Graffiti Resistance i. Method: The following graffiti materials applied to coating and allowed to dry for seven days: acrylic, epoxy -ester and alkyd spray paints, ballpoint ink, City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-13 crayon, Markett marker, black shoe polish and lipstick. Removal first attempted with xylene, if graffiti remains then Methyl Ethyl Ketone shall be used. ii. Requirement: Complete and easy removal without loss of shine. PART 3 EXECUTION 3.1 SURFACE PREPARATION A. CLEANING INTERIOR SEDIMENT Preparation for recoating the interior surfaces shall include general cleaning of the entire reservoir. The Contractor shall anticipate sediment on the reservoir floor which shall be removed by vacuum. Disposal of sediment shall be to an approved location. Inlet and outlet piping shall be plugged to prevent sediment and abrasive blast material ftom entering them. B. ABRASIVE BLASTING All interior and exterior steel surfaces to be painted shall receive a blast cleaning in accordance with SSPC SP-10 (Near White Blast), as verified using SSPC-VIS-1, to remove all existing paint, corrosion, and mill scale. Surfaces shall be cleaned of all dirt, mud, oil, grease, mill scale and foreign materials. The final prepared surface shall be clean, dry, and free of contaminants. The riser pipe shall be plugged on the interior of the reservoir and blast material shall be prevented from entering the riser. All blast -cleaned areas shall be primed the same day that the surfaces are blasted. Longer time periods for painting after blasting may be allowed if the dew point, humidity and temperature are within the coating manufacturers requirements. Longer time periods must be approved by the Engineer. C. CONTAINMENT OF ABRASIVE BLASTING The Contractor shall contain airborne and other materials using best management practices and available technologies that are in compliance with applicable federal, state, and local air pollution authorities, environmental control regulations and fugitive dust emissions. The Contractor shall use acceptable containers for the collection, storage, transport and disposal of specified waste materials. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 09970-14 The containment shall, as a minimum, meet the requirements of Class lA containment as provided by the SSPC Guide 6 and meet the following: Penetrability: Type B 1 — Air Impenetrable Joints: Type D 1 — Fully Sealed Entryways: Type E2 — Entryway through Resealable Doors Air Supply (Intake Points): Air Pressure Inside Containment: Exhaust Air Flow/Dust Collection: Methods for Assessing Quantity of Emissions: Type F 1 — Controlled Air Supply (Intake) Type H2 — Visual Verification Type Jl — Air Filtration Required Method G — Visual Assessment of Site Cleanliness. Engineer may elect to use Methodology A- F, as necessary, at Engineer's expense. The reservoir inlet/outlet shall be plugged on the interior of the reservoir and blast material shall be prevented from entering the riser. D. SURFACE CONDITIONS FOR PAINTING After surface preparation has been completed and prior to painting, all dirt, dust and similar contaminants from the surface shall be removed. It is the responsibility of the Contractor to ensure that all surfaces are prepared in accordance with the written recommendations and the directions of the Paint Manufacturer. Coatings shall be applied only when humidity, air and surface temperatures are within limits prescribed by the Paint Manufacturer for the coating being applied. E. ABRASIVE BLAST DISPOSAL The coatings systems have been tested for metals, and the exterior coating system contains measurable levels of RCRA 8 metals including lead concentrations ranging from 52 g/kg to 140 g/kg, and detectable levels of barium and chromium. A RCRA 8 metals test is included in the appendices. Blast material from the interior of the reservoir shall be removed through the existing reservoir roof access hatch. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 09970-15 The Contractor shall be responsible for transporting and disposing of all materials generated from the cleaning and painting processes, including but not limited to: all abrasive paint removal materials and all other non- hazardous substances, debris and rubbish generated from the surface preparation, application of the new coating system, and other construction activities. The Contractor shall have a TCLP test run on at least one composite sample of the waste prior to disposal. All costs shall be borne by the Contractor. The Contractor shall dispose of the waste material in accordance with all federal, state and local regulations. Documentation of the location and proper disposal of blast materials shall be provided to the Engineer prior to project closeout. If materials chosen by the Contractor for surface preparation, i.e., abrasives and/or additives, cause the waste blast to be categorized as hazardous waste, the additional costs for hazardous waste disposal shall be borne by the Contractor, regardless of any hazardous materials in the paint removed. 3.2 RESERVOIR ENVIRONMENTAL REQUIREMENTS A. GENERAL The space to be controlled shall be sealed off as well as possible allowing air to escape at the bottom of the reservoir away from the point where the dehumidified air is being introduced. For the interior, maintain a slight positive pressure within the reservoir unless the dust from the blasting operation is hazardous. In no event shall dust or other particulates be allowed to leave the interior of the reservoir without being filtered. Environmental conditions shall be monitored using a manual Sling Psychrometer and US Department of Commerce Psychrometric tables. Contractor shall take and record conditions at 4-hour intervals beginning at the start of each shift and throughout each work day where blasting and/or coating application takes place. 1 6210 851101111►•1 Provide dehumidification as required to maintain the relative humidity within the Paint Manufacturer's specified humidity range. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 09970-16 C. TEMPERATURE 1. Provide auxiliary heaters as required to maintain the temperature within the Paint Manufacturer's specified temperature range. 2. Heaters shall be installed in the process air supply duct between the dehumidifier and the reservoir as close to the reservoir as possible. Only electric or indirect gas -fired auxiliary heaters shall be used. No direct -fired space heaters will be allowed. 4. Air heaters or refrigeration equipment are not acceptable substitutions for dehumidification equipment. D. VENTILATION 1. Provide ventilation during the coating evaporation stage in confined or enclosed areas in accordance with AWWA D102. 2. The ventilation system must be designed to match the air volume of the dehumidification equipment in such a manner that it will not interfere with the dehumidification equipment's capacity to control the reservoir as described herein. 3. Do not recirculate the air from the reservoir or from filtration equipment back through the dehumidifier when coating or solvent vapors are present. E. DUST AND CONTAMINANTS 1. Schedule coating work to avoid excessive dust and airborne contaminants. 2. Protect work areas from excessive dust and airborne contaminants during coating application and curing. 3.3 PAINTING A. GENERAL APPLICATION REQUIREMENTS It is the intent of these specifications that materials and workmanship be provided such that the highest quality job is obtained. The completed work, as a condition of acceptance, shall be free from runs, skips, mars and any other disfiguring mark due to faulty workmanship or faulty care City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-17 of the completed work, and shall be free of film characteristics or defects that would adversely affect coating performance. Paint all steel reservoir interior surfaces, including sideshell, bottom and ceiling, and all accessories therein, including conduits, ladders, platforms, and appurtenances. All accessories that are not to be painted as part of this project shall be removed, stored and reinstalled or masked off at the approval of the Engineer. Paint steel reservoir exterior surfaces including the roof, side shell, legs, fill/drain pipe and accessories. All accessories that are not to be painted as part of this project shall be removed, stored and reinstalled or masked off at the approval of the Engineer to include, but not limited to, landing and stairway gratings, electrical conduit, and aluminum roof vent. Mix, thin and apply coatings in accordance with the manufacturer's printed instructions. Keep products in closed containers when not in use, to avoid contamination. Do not use mixed coatings beyond pot life limits. Use application equipment, tools, pressure settings and techniques in accordance with the recommendations of the Paint Manufacturer and the equipment manufacturer. Use full kit or measuring equipment to meet manufacturer's requirements. After surface preparation has been completed and prior to painting, remove all dirt, dust, and similar contaminants from the surface. It shall be the responsibility of the Contractor to ensure that all surfaces are prepared as specified herein and in accordance with the written recommendations and the directions of the paint manufacturer whose paint is being applied. The Contractor shall also comply with the directions of the Painting Inspector and the Engineer. All surfaces to be painted shall be in proper condition at the time the work is in progress, and no painting shall be performed under adverse conditions. Air and surface temperatures and humidity shall be continuously monitored and be within specified limits prescribed by the manufacturer for the coatings being applied. Work areas shall be reasonably free of airborne dust at the time of application and while the coating is drying. Allow each coat of paint to dry thoroughly before applying next coat. Contractor shall provide fans, heaters, and dehumidifiers as necessary to provide proper painting and curing. The interior coating system must be cured within 7 days after application of the final coat. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-18 Finish coats shall be uniform in color and sheen without streaks, laps, runs, sags, ridges, or missed areas. Apply sprayed coatings uniformly at the spreading rate required to achieve the specified dry film thickness. All welds, edges and sharp angles on landings, ladders, beams, rafters, roof plates, fasteners, bolted connections, or other irregular surfaces shall be provided with a stripe coat prior to the application of the intermediate coat. The stripe coat shall be applied using a two-way, directional brush stroke to ensure a pinhole -free and monolithic film. Stripe coat shall be applied as a separate/stand alone coat. It shall be applied following the application of the prime coat and before application of the intermediate coat. Wet on wet stripe coating will not be allowed. The coatings manufacturer's recommended dry time for the prime coat must be adhered to prior to the application of stripe coat. The Contractor shall correct finish coat defects to the satisfaction of the Engineer. Repair or replace damaged materials and surfaces not scheduled to be coated. Touch-up of minor damage shall be acceptable where result is not visibly different from adjacent surfaces. Follow Paint Manufacturer's recommendations for preparation and application of recoats. Recoat entire surface where touch-up result is visibly different, either in sheen, texture or color. Repair in accordance with the Paint Manufacturer's recommendations all coatings that exhibit film characteristics or defects that would adversely affect performance of the coating system. B. CONTRACTOR DOCUMENTATION The Contractor shall provide a final written report that paint coatings have been applied properly and meet the requirements of the Specifications. This report is in addition to the report prepared by the Engineer's Painting Inspector. As a minimum, the report shall include: Daily Activities Log, Surface Preparation Checklist, Coating Materials Report, Mixing Data Report, Wet Mil Thickness Report, Dry Mil Thickness Report and product batch numbers. The Contractor shall make the information available to the Engineer and Painting Inspector as requested for periodic review. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 09970-19 3.4 INSPECTION AND TESTING The Engineer may employ an independent Painting Inspector to perform specified inspections during preparation for painting and the painting process of the reservoir. Principal inspections will occur to ensure compliance with these Specifications at the following hold points: • Surface preparation • Application of full prime coat • Brush on stripecoat • Application of intermediate coat • Application of finish coat • Dry film thickness test • Holiday testing The Contractor shall be responsible for coordinating with the Engineer and the Painting Inspector at least 24 hours prior to reaching an inspection hold point. The inspections will be performed in accordance with Steel Structures Painting Council (SSPC) PA-2. The Contractor shall be responsible (Engineer may verify) for assuring conformance with all requirements of these Specifications. Contractor shall have on -site a wet film thickness gauge, dry film thickness gauge, steel temperature gauge, manual sling psychrometer, wet sponge type "holiday" detector and any other testing equipment necessary to ensure that the quality control requirements of the paint manufacturer and these Specifications are met. The full reservoir surface from the full water level down shall be checked for "holidays" using a low voltage, wet sponge, holiday detector producing 67.5 volts. The total dry film thickness on all surfaces shall be measured in accordance with SSPC PA-2. A sufficient number of measurements shall be taken which are considered representative based on the surface area of the reservoir. Within one hour prior to the application of any coating, and thereafter at any time during the coating process if the conditions appear to deteriorate as noted by the Paint Manufacturer, Painting Inspector or the Engineer, the Contractor shall record weather conditions, ambient air temperature, steel temperature, and dewpoint. The Contractor shall provide the Painting Inspector and Engineer or their representative with necessary equipment and labor to inspect all areas of the reservoir. Necessary equipment shall include safety harness, hoisting equipment, ladders, etc., and this equipment shall be the same as that used by the Contractor to paint the reservoir. If equipment operators are required, the Contractor shall provide the operators. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-20 Wet film thickness tests shall be measured with a gauge that measures the wet film thickness within an accuracy of plus or minus 0.5 mil. A wet film thickness measurement shall be made for each 100 square feet of surface area painted. Dry film thickness tests shall be measured with a magnetic gauge that will measure the dry film thickness within an accuracy of plus or minus 0.25 mil. A sufficient number of dry film thickness measurements shall be made so that there is approximately one measurement for each 100 square feet of surface painted. The Contractor shall furnish the Engineer four copies of a written test report showing the results of the wet and dry film thickness tests made on the reservoir surfaces as well as daily weather and humidity conditions for all days when painting was performed on site. The report shall include the daily reports prepared by the Contractor. The Engineer and Painting Inspector will monitor the painting process, note the products used and verify the dry film thickness measurements. The Contractor shall provide all necessary safety equipment for the Engineer, Painting Inspector, and Paint Manufacturer's Representative during all inspections including, but not limited to: A. Respiration protection equipment equal or better than that being used by workers on the Project in compliance with applicable safety regulations; and B. Fall protection equipment including, but not limited to, full body harness, shock -arresting lanyards, proper connectors and lifelines, tie rods, and connections to structural members. Safety equipment shall be in good condition and fully functional for its intended purpose. 3.5 PAINT MANUFACTURER'S SERVICE It shall be the responsibility of the Paint Manufacturer to work with the Contractor as a working team to obtain a serviceable protective coating that is installed in accordance with the Paint Manufacturer's specifications. A. The Paint Manufacturer shall attend the preconstruction conference. B. The Paint Manufacturer's representative shall be present at the job site on the first day of painting of the reservoir to verify that proper surface preparation has been made and that coatings are being applied in conformance with these Specifications. C. The Paint Manufacturer's representative shall be available on request by either the Engineer or the Contractor for further confirmation of proper City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 09970-21 painting procedures throughout the field painting phase of construction, and in particular prior to application of each coat. D. The Paint Manufacturer's representative shall assist in the visual inspection of the surface coatings upon completion of the final coat, to identify defects in appearance and defects that may adversely affect the future performance of the coating system. E. The Paint Manufacturer's representative shall assist in the first and second anniversary inspection of the interior coatings at no additional cost to the City. 3.6 DISINFECTION Before disinfecting, all scaffolding, planks, tools, rags, and any other material not part of the reservoir or operating facilities of the reservoir shall be removed. Then the surfaces of the walls, floor, ceiling, column, and operating facilities of the reservoir shall be cleaned thoroughly using a high-pressure water jet or by sweeping and rinsing. Contractor shall be careful not to damage the structure or the new coating system during preparation of the reservoir for disinfection. All water, dirt, and foreign material accumulated in the cleaning operation shall be discharged from the reservoir, or otherwise removed. This foreign material may be discharged out the reservoir drain piping but shall be captured and disposed of to waste, and shall not enter the distribution system. The reservoir shall be disinfected and tested after all interior accessories are in place and the interior painting is completed and properly cured. Methods and procedures for disinfecting the reservoir shall conform to AWWA C652, Disinfection of Water -Storage Facilities. The use of chlorine solution (sodium hypochlorite) or dry chlorine (calcium hypochlorite) is anticipated as the active disinfecting agent. The Contractor shall be responsible for safe and proper handling and storage of chlorine compounds or other hazardous chemical that are used to perform this work. Handling of such chemicals shall be in accordance with chemical manufacturer's instructions and federal, state and local regulations. Other hazardous chemicals shall be used only after acceptance by the Engineer and the Department of Health. The intent of this Part of the Specifications is to ensure successful completion of bacterial and odor tests, protection of materials, health/safety and conservation of water. To achieve these requirements, the Contractor shall submit a Disinfection and Testing Plan, to include written procedures and drawings for disinfection of the reservoir and collecting of samples to be tested by an independent laboratory. The submittal shall include: City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-22 A. Type of disinfection solution and method of preparation. B. Method of disposal for disinfecting reservoir wastewater. C. Disinfect all interior surfaces of the reservoir in accordance with the following method: 1. Spray or brush a solution containing 200 ppm of available chlorine onto the interior surfaces of the reservoir as prescribed in AWWA C652 Method 2. Apply solution from the bottom up, to include the entire interior surface area of the reservoir. 2. Allow disinfecting solution to remain at a minimum of 30 minutes before being rinsed off. 3. Fill reservoir with potable water sufficient to allow purging of the drain piping of chlorinated cleaning water. 4. Drain, dechlorinate and dispose of all chlorinated cleaning water. D. SAMPLING Prior to disinfecting the reservoir, the Contractor shall schedule sampling with the Engineer. The Contractor shall provide 14 days notice of VOC testing and allow 24 hours for testing to be completed. The Engineer will partially fill the reservoir to approximately 20 percent of its capacity, and then hold the water in contact with the paint at this level for a minimum of 24 hours. The water will then be tested by the Engineer for the following: Bacteriological Volatile Organic Chemical (VOC) analysis Upon satisfactory test of the above, the reservoir will be filled to its maximum level, and at this point the Engineer will perform an additional bacteriological test. The reservoir will not be accepted as complete until all tests are acceptable. Any retesting required because of a failed purity test shall be paid for by the Contractor. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-23 3.7 GENERAL RESTORATION Areas damaged by the Contractor, which are not specifically allowed for under the Contract shall be repaired or replaced by the Contractor at the Contractor's expense. The reservoir site shall be cleaned and restored to its original condition or better. 3.8 FIRST AND SECOND ANNIVERSARY INSPECTION A first and second anniversary inspection of the coatings shall be performed after the Project is accepted by the Engineer as complete. The Engineer will notify the Contractor of the specific date of the first and second anniversary inspections. As part of these inspections, the Engineer will drain and inspect the interior of the reservoir. The paint manufacturer's representative and the Contractor shall attend both inspections. An inspection report will be prepared for the Contractor and paint manufacturer's representative to review. The reports will include documentation pertaining to the number and types of failures observed. Engineer reserves the right to waive the first anniversary inspection and require the second anniversary inspection. The Contractor shall perform remedial work to correct any failures noted during the inspections, and shall be prepared to start immediately following notification of any failures by the Engineer. All required remedial work shall be scheduled with the Engineer. Such remedial work shall be completed in the shortest practicable time possible, considering the prevailing weather conditions that would affect such work. A failure of the painting system shall be considered to have occurred at any location where coating has peeled off, blistered, or cracked, or at any location where rusting is evident. The Contractor shall make repairs at all points where failures are observed by removing the deteriorated coating, cleaning the surface, and recoating with the same paint system. All repairs shall be performed in accordance with the paint manufacturer's specifications for preparation and recoating. All repair work shall be subject to the requirements for new work as specified herein, including disinfection and testing. The Contractor shall furnish the Engineer two copies of all repair data recorded in relationship to weather conditions and testing reports showing the results of the dry film thickness measurements made on the reservoir. If the area of failure exceeds 25 percent of the area of the tank surface repaired as part of this Project, the entire paint system installed under this Project shall be removed and repainted, and the warranty period shall be extended for 2 years City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-24 from the date of the repainting, including the requirement specified herein for a first and second year inspection. The Contractor shall be responsible for disinfection and testing of the reservoir at both anniversary inspections whether repairs are required or not. ***END OF SECTION*** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 09970-25 DIVISION 13 SPECIAL CONSTRUCTION SECTION 13211 STEEL RESERVOIR REPAIRS AND IMPROVEMENTS PART1 GENERAL 1.1 STEEL RESERVOIR The work specified in this Section includes furnishing and installing reservoir accessories as shown on the Drawings and specified herein. Accessories include the new roof vent, ladder and landing, access hatch, stairways, guardrails, level gauge system, intrusion switches, motion detectors, platforms, grating, including stair treads and nosings. 1.2 RELATED WORK SPECIFIED ELSEWHERE Section Item 05500 Miscellaneous Metal Fabrications 09900 Painting 09970 Reservoir Surface Preparation and Painting 1.3 DESIGN REQUIREMENTS Design, fabricate, erect, inspect, and test in accordance with AWWA D100 and the 2015 International Building Code (IBC), except as modified herein. Platforms, stairs, railings, ladders and grating shall be designed in conformance with applicable safety and building codes, including AWWA D100, OSHA, WISHA and IBC. Reservoir components shall be designed per AWWA D100. Design calculations and engineering drawings shall be provided to the Engineer by the Contractor. 1.4 APPROVED ERECTORS A. GENERAL QUALIFICATION The Contractor shall have successfully completed at least five water reservoir projects of similar complexity and cost in the Pacific Northwest or Alaska within the past 10 years. 1. Required Documentation For each referenced project, submit in a well -organized tabular format the name, address, and telephone number of the owner of City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 13211-1 the project, the name and location of project, a brief description of the work, the initial contract amount, the final contract amount, the initial contract time and final completion time, and year completed. B. WELDER QUALIFICATION The Contractor or subcontractor performing the welding shall have successfully completed at least three similar projects on water reservoirs of similar complexity and cost in the Pacific Northwest or Alaska within the last 5 years. 1. Required Documentation For each referenced project, submit in a well -organized tabular format the name, address, and telephone number of the owner of the project, the name and location of project, reservoir capacity, a brief description of the work, the initial contract amount, the final contract amount, the initial contract time and final completion time, and year completed. 1.5 SUBMITTALS The following information shall be submitted. A. Provide shop drawings showing location and thickness of all plates, structural members, welds, and details of all accessories and their attachment to the reservoir. B. Furnish mill test report for all steel used for the reservoir accessories. C. Provide calculations, stamped by a Professional Structural Engineer registered in the State of Washington, for the design of the accessories, for the loads as given herein. D. WELDING Welding Procedure Specifications: Welding documentation shall be submitted on appropriate forms found in the appendixes to the ASME Boiler and Pressure Vessel Code, Section IX, Appendix A, Forms QW-482 and QW-483. 2. Welder/Welding Operator Qualifications: Submit all shop and field welder or welding operator performance qualification records to the Engineer for review prior to any welding. Welding City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 13211-2 documentation shall be submitted on Form QW-484 in Appendix A to ASME Boiler and Pressure Vessel Code Section IX. 3. Welding Inspector: The Engineer will provide welding inspection. E. PAINTING REPORT Provide written report, as required in Section 09970. 1.6 GUARANTEE The Contractor shall guarantee the repairs and modifications and all items related thereto against defective materials and workmanship for a period of 2 years after physical completion. Any defective materials or workmanship shall be replaced by the Contractor, at the Contractor's expense, immediately upon notification by the Engineer. 1.7 PAYMENT The lump sum contract price for STRUCTURAL MODIFICATIONS shall include all costs for labor, materials, tools, generators, fuel, other appurtenances, and equipment for field fitting and miscellaneous metal fabrications necessary for demolition, wastehauling, and disposal of existing and installation of new ladder platform, intermediate platform, ladder modifications, roof platform, roof access hatch, and removal of excess mountings, as described herein and as shown on the Plans. The lump sum contract price for SAFETY MODIFICATIONS shall include all costs for labor, materials, tools, generators, fuel, other appurtenances, and equipment for field fitting and miscellaneous metal fabrications necessary for demolition, wastehauling, and disposal of existing and installation of new guardrails, guardrail cable safety systems, anchor tie -off points, ladder cage, and ladder cable safety system as described herein and as shown on the Plans. The lump sum contract price for APPURTENANCES shall include all costs for labor, materials, tools, generators, fuel, other appurtenances, and equipment for field fitting and miscellaneous metal fabrications necessary for demolition, wastehauling, and disposal of existing and installation of new roof vent, level gauge board assembly, sample station, riser manway, and wetted line as described herein and as shown on the Plans. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 13211-3 PART 2 MATERIALS 2.1 ACCESSORIES A. PLATFORMS Provide and install ladders and platforms at the locations shown on the Drawings. Platforms shall be ASTM A36 steel, fabricated and welded to the reservoir except for platform gratings. B. LADDER FALL PROTECTION All ladders shown on the drawings shall be furnished with an approved Latchways system meeting OSHA requirements and installation shall be certified by the manufacturer. The Latchways system shall include: Three each Latchways Ladder Latch attachment device Three each full body harness (two x-large, one large) ANSI A10.14 Class III OSHA 1910.66 Suitable for Latchways Ladder Latch and stair fall protection described in 2.2 ACCESSORIES Part C Latchways Ladder Latch fixed ladder system including top anchor, bottom anchor, intermediate cable guides, and constant force energy absorber. Energy absorbing lanyard shall be 2 feet C. GUARDRAIL FALL PROTECTION SYSTEM Provide a complete fall protection system that shall allow the user to proceed for the entire length of the catwalk or along the roof guardrails from the ladder to the roof vent and back while provided secure anchorage to arrest a fall by the user. The system shall allow the user wearing a harness and attached to the fall protection system to proceed uninterrupted the entire system length without having to unhitch from the system to pass through intermediate support points. The system shall be designed to support three users in case of fall and prevent the users from free falling more than six feet. The system shall be designed for hands -free operation once the user is properly attached to the system. All components must be designed by the fall protection system supplier and shall meet the application requirements of ANSE A10.14. All stainless steel components City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 13211-4 shall be ASTM A666 304 or 316 stainless steel. The fall protection system installation shall be certified by the manufacturer. The fall protection system shall be ManSafe as manufactured by Latchways, Inc., and distributed by MSA Safety or equal. The fall protection system shall consist of a stainless steel safety cable attached to the handrail per manufacturer's recommendations. The cable shall be continuous or have swaged splices which allow the user to pass without unhooking from the system. The cable shall have a stainless steel entry terminal with a plastic spring gate swaged to the cable at each end. A stainless steel, spring loaded line tension device and turnbuckle will be provided at one or both ends. The cable will be supported with stainless steel "D" rings at intervals recommended by the manufacturer and hangers designed to allow the user to pass without unhitching from the cable. Provide three stainless steel lanyard coupler devices (transfastener) with connector eye. The coupler device shall be able to be hooked and unhooked at the entry terminals and be able to pass immediate cable supports and splices without need to be detached. Brackets and supports shall be attached to the structure with appropriate anchors or proper size to support a load on the safety restraint system of two times the maximum design load without failure. Provide three adjustable length, tear out shock absorbing, nylon lanyards with double locking snap end assemblies at each end meeting OSHA 1926.104 and ANSI 10.14 and as recommended by the safety restraint system manufacturer. Provide harness suitable for the safety restraint system as specified above in 2.1 ACCESSORIES Part B. D. PLATFORM GRATINGS Provide and install hot -dip galvanized steel grating for the platform landings as noted in the Drawings and as specified herein. Exterior platform grating shall be hot -dip galvanized steel per Section 05500. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 13211-5 Gratings and grating connections shall be designed to resist loadings per Section 05500. All exposed surfaces shall be smooth and true to form. Grating shall be shipped from the manufacturer, palletized, and banded with exposed edges protected by cardboard to prevent damage in shipment. Each piece shall be clearly marked showing manufacturer's applicable drawing number. See Section 05500 for additional requirements. E. PLATFORM FRAMING Platform Framing Material and fabrication of platform and landing framing members shall comply with the following: a. Structural Steel Plates and Bars ASTM A36, unless noted otherwise. b. Structural Tubing Cold -Formed: ASTM A500, Grade B, Fy=46KSI Hot -Formed: ASTM A501, Fy=36KSI C. Welding Materials AWS A5.1 or A5.5, E70XX; AWS A5.17, E70S-X; AWS A5.20, E70XT-X. Comply with AWS code. Fabricate and assemble structural assemblies in shop to greatest extent possible. Fabricate items of structural steel in accordance with AISC Specifications for the design, fabrication and erection of structural steel for buildings. Properly mark and match -mark materials for field assembly. Fabricate for delivery sequence, which will expedite erection and minimize field handling of materials. After inspection and before shipping, clean steelwork to be painted. Remove loose rust, loose mill scale, and spatter, slag or flux deposits. Clean steel in accordance with Steel City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 13211-6 Structures Painting Council (SSPQ as follows: SP-10 "Near -White Blast Cleaning." Immediately after surface preparation, apply structural steel primer paint in accordance with Section 09970 and manufacturer's instructions. Use painting methods, which result in full coverage of joints, corners, edges and exposed surfaces. Deliver material to site at such intervals to ensure uninterrupted progress of work. Store materials to permit easy access for inspection and identification. Keep steel members off ground, using pallets, platforms, or other supports. Protect steel members and packaged materials from erosion and deterioration. Do not store materials in a manner that might cause distortion or damage to members or supporting structures. Repair or replace damaged materials or structures as directed. F. GUARDRAIL ASTM A53, Type E. Provide guardrail as shown on the Plans. All handrails shall be shop primed and field painted. Affix fall protection system as shown on Drawings and as specified in 2.1 ACCESSORIES Part C. See Section 05500 for additional requirements. G. BOLTS -ANTI -SEIZE COMPOUND All bolts shall be coated with Armite Anti -Seize Compound No. 609, or equal, prior to installation. H. ROOF VENT Provide and install one circular removable roof vent located at the center of the reservoir on a new riser and flange provided and installed by Contractor, as shown on the Drawings. Contractor shall measure vent flange for size. The vent shall be of adequate size to handle pressure differential caused by water entering at a maximum rate of 2,600 gpm or leaving the tank at a maximum rate of 67,000 gpm with 30 percent of the City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 13211-7 vent screen blocked. The open area of the overflow shall not be considered as venting area. The vent shall be easily dismantled to remove the screens for cleaning. The vent shall be screened with #24 mesh stainless steel screen and properly attached to prevent insects, water or other contaminants from entering. The vent shall be an AWWA type security roof vent design with a vacuum pallet consisting of a free floating 1/2-inch-thick high -density polyethylene removable plate (doughnut shaped), together with a screened pressure relief pallet (full circle). All components of the vent shall be aluminum, alloy 6061-6. The bolts shall be a security type bolt that requires a special tool to remove. The special tool shall be provided by the Contractor and given to the Engineer. The vent shall meet all Department of Health (DOH) requirements and be mounted so that the underside opening shall be 24 to 36 inches above the roof. Contractor shall remove existing riser and flange, and replace with new riser, flange, and double plate to accommodate new roof vent. Roof vent shall be Newlin's Welding and Tank Maintenance Vandal Proof Vent, (766) 245-2741, P.O. Box 439, Montezuma, IN 47862. I. LEVEL GAUGE Replace the existing level gauge and provide a level gauge system as shown on the Drawings including a float, float guide cables, floor mounted cable stay, roof penetration hardware, exterior reader board, reader board target, and all other accessories for a complete installation. The unit shall be a half travel unit and shall be equivalent to a Model 6700 manufactured by Varec or approved equal. Counter weights shall be supplied on the float and level indicator to minimize cable movement due to wind. The bottom cable bracket shall be seal welded to the floor and shall be steel similar to the tank shell. The cables and float shall be stainless steel. Electrical isolation shall be provided between the stainless steel and any steel in connection with the tank shell. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 13211-8 J. ELECTRICAL CONDUIT Provided electrical conduit and pull boxes per Division 16 and as shown on the Drawings. K. INTRUSION SWITCHES Provided intrusion switches and associated wiring per Division 1.6 and as shown on the Drawings. L. MOTION DETECTORS Provide motion detectors and associated wiring per Division 16 and as shown on the Drawings. M. LADDER ANTI -CLIMB MESH Provided ladder anti -climb mesh as shown on the Drawings. N. PAINTERS PLUGS Installation of painters plugs shall be at the option and expense of the contractor and shall be included in the contract bid amount. Painters plugs shall come shop painted and will be seal welded both interior and exterior to the reservoir. Prior to installation the contractor shall provide a submittal stamped by a structural engineer. Painters plugs shall be tack welded shut prior to the reservoir being brought back into service. O. ROOF ACCESS HATCH Provide one weatherproof type access hatch, size as shown on the Plans. The hatch shall have hinge cover, complete with gasket and locking device to hold padlock, plus device to hold cover. P. RISER MANWAY Provide and install a riser manway at the location shown on the Drawings. Materials shall comply with AWWA D100. Manway shall have a clear opening of 24-inches with a davit supported, outward swinging blind flange door. Manway shall be provided with a neoprene gasket covering the full face of the flange and galvanized bolts and nuts with an anti -seize compound applied. Manways shall be placed so that the bottom of the entryway is 30-inches above the reservoir floor. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 13211-9 PART 3 EXECUTION 3.1 PAINTING The reservoir shall be painted in accordance with Section 09970. All accessories shall be painted except for exposed wiring, aluminum roof vent, stair and platform grating, the fall protection carrier cable, and handrail cable safety system. 3.2 PLATFORM GRATING Provide anchorage devices and fasteners where necessary for securing grating in place. All field cut and drilled edges sealed with a catalyzed resin compatible with the original resin and recommended by the manufacturer. The sealing of the edges shall prevent premature fraying at the field cut edges. Install items specified as indicated and in accordance with manufacturer's instructions. Install items as specified and in accordance with manufacturer's instructions. See Section 05500 for additional requirements. 3.3 LADDER FALL PROTECTION SYSTEMS Install safety climb devices in accordance with manufacturer's instructions in such a manner to enable worker to be attached to device at all times during the climb without having to remove worker's hands from ladder to operate the system effectively and to be able to easily pivot onto and off of work platforms or landings wile safely attached to device. 3.4 ELECTRICAL CONDUITS Conduit shall be installed in a straight, or uniformly curved alignment to give a neat appearance. Conduit shall be supported in such a manner as to provide a f- inch clear space between conduit and reservoir to facilitate future cleaning and painting procedures. Pull boxes and other items shall be mounted with adequate clearance from the reservoir structure to clean and paint to the surfaces covered thereby, wherein the minimum clearance shall be 8 inches for such items, with exception of ladders. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 13211-10 3.5 SERVICE The Engineer will provide the water for all initial testing and the initial fill of the reservoir in accordance with Section 09970. The Contractor must provide a plan to fill the reservoir and coordinate the filling of the reservoir with the Engineer. The reservoir will be filled from existing system by controlling the inlet valve of the reservoir. The plan for reservoir filling must detail method to control system pressure during filling, maintaining existing reservoir level and control and coordination of valve operation. 3.6 DISINFECTION AND TESTING The reservoir shall be disinfected and tested in accordance with Section 09970. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 13211-11 DIVISION 16 ELECTRICAL SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS PART1 GENERAL 1.1 SCOPE The work specified in this Section includes the requirements and methods for furnishing and installing the basic electrical materials, and other associated items as shown on the Plans, and as further specified herein. 1.2 RELATED WORKS SPECIFIED ELSEWHERE Section Item 02300 Site Earthwork Division 16 Electrical 1.3 DEFINITIONS A. ANALOG I/O Analog 1/0 are PLC input/output electronic signals that are contiguous over time. Analog signals represent a large number of values within a specific range. B. CONCEALED AREAS Locations that are underground, within walls, or within other areas that do not allow full entry of personnel are considered concealed. Concealed areas are not exposed (see EXPOSED AREAS) or accessible (see ATTICS and CRAWL SPACES). C. CONTROL PANELS Control Panels shall be defined as enclosures that contain electrical devices capable of controlling, altering, indicating or displaying the function or conditions of electrical circuits. Unlike junction boxes, Control Panels are not just used for the redirection or reconnection of electrical circuits. D. CONVENIENCE RECEPTACLES 120 Vac general-purpose receptacles that are not dedicated to a specific function or piece of equipment. Receptacles dedicated to computers, heat City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-1 tracing, fans, louvers, and etc., are not considered convenience receptacles. E. DAMP AREAS Damp areas are considered wet (see WET AREAS). F. DEDICATED RECEPTACLES Dedicated receptacles are provided for a specific receptacle load such as computers, heat tracing, fans, louvers, metering pumps, sump pumps, and etc. Dedicated receptacles are not intended for general use. G. DIGITAL I/O A digital I/O point consists of a single input or output binary bit at one of two possible states, which may be represented as 1's or 0's, ON or OFF, YES or NO, TRUE or FALSE, etc. Digital UO may also be called "discrete" VO. Within these specifications, both terms are synonymous. H. EXPOSED AREAS Locations that are visible, outdoors, or exposed to a process or room environment. Exposed areas are not concealed (see CONCEALED AREAS). I. FINISHED AREAS Indoor confined areas that are not directly exposed to a process or process chemicals. They typically include closed offices, bathrooms, laboratories, lunch/break rooms, etc. Finished areas are considered DRY. I'ISTil Human Machine Interface — The way a person interacts with a computer or electronic device. It comprises the screen menus and icons, keyboard shortcuts, command language, and help functions. Peripheral support devices, such as a mouse, keyboard, touch screen, and remote controls are also included. The HMI system is typically PC based, located in an office or lab environment. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-2 K. INDOOR AREAS Confined locations where the equipment is normally protected from wind, dust, rain, snow, and other natural elements. INDOOR areas are not the same as DRY areas. L. VO Inputs/Outputs — Input and output signals into and out of a PLC or RTU. M. OUTDOOR AREAS Locations where the equipment is normally exposed, or partially exposed, to weather in the form of wind, dust, rain, snow, and other natural elements. N. PROCESS AREAS Process areas are those areas that are directly exposed to process moisture, or that may be subjected to moisture in the event of a process leak or failure. They typically include pump rooms, chemical rooms, and direct process -exposure areas such as clearwells, open filters, and reservoirs. Process areas are considered WET. O. PLC Programmable Logic Controller — A device used to monitor and control system process. It can be used stand-alone or in conjunction with other systems such as SCADA. It may provide telemetric functions or interface with telemetric equipment. P. RTU Remote Telemetry Unit/Remote Terminal Unit — A device that reads the status of process devices and transmits them to another telemetric unit. RTUs may transmit a command from another source but will not alter or interpret the command. RTUs differ from PLCs in that they do not control a process. Q. SCADA Supervisory Control and Data Acquisition (SCADA) systems are data monitoring and control stations that allow operators to visualize and adjust live process conditions at a centralized HMI. These systems often include City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-3 process historical data tracking and alarming capabilities. SCADA systems can be used for data monitoring locally, remotely, or both. R. SHOP FABRICATED Manufactured or assembled equipment for which a UL test procedure has not been established. S. TELEMETRY Telemetry is the transfer of data between remote sites. Typical methods of data transfer are utility phone lines, radio transmission, and fiber optics. T. VIBRATING EQUIPMENT Equipment that is subject to vibration under normal operating conditions, such as motors, transformers, electrically operated valves, etc. U. WET AREAS Locations outdoors, underground, directly or indirectly exposed to the process, in concrete slabs or masonry in direct contact with the earth, or in any other way subject to saturation with water or other liquids. 1.4 REFERENCES Unless otherwise noted, the requirements of the following code -making authorities and standard organizations apply: References Title AISI American Iron and Steel Institute ANSI American National Standards Institute ASTM American Society for Testing and Materials ASTM A36 Specification for Structural Steel ETL Electrical Testing Laboratories, Inc. FM Factory Mutual System ICEAO Insulated Cable Engineers Association IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society of North America ISA Instrument Society of America JIC Joint Industrial Council JIC EMP-1 Mass production Equipment LPI Light Protection Institute NEC National Electric Code NEMA National Electrical Manufacturers Association City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-4 NEMA ICS-1 General Standards for Industrial Control and Systems NEMA ICS-2 Industrial Control Devices, Controllers and Assemblies NEMA ICS-6 Enclosures for Industrial Controls and Systems NFPA National Fire Protection Association NRTL National Recognized Testing Laboratory OSHA Occupational, Health, and Safety Administration UL Underwriters Laboratories, Inc. UL 508 Safety Industrial Control Equipment UL 698 Industrial Control Equipment for Use in Hazardous Locations WAC 296-46B Washington Administrative Code, Electrical Safety Standards, Administration, and Installation In case of conflict or disagreement between codes, standards, laws, ordinances, rules, regulations, plans, and specifications, the more stringent condition shall govern. 1.5 SUBMITTALS A. Prior to submittal of shop plans, coordinate all electrical equipment, particularly motor control equipment, process and control panels, and instrumentation, with related manufacturers and with other applicable equipment and systems specified in other divisions of the Specifications. B. Provide submittals in the following manner: 1. Organize the submittals by CSI code type. 2. Clearly show the Tag Number associated with each submittal within each CSI grouping. 3. Include non -tagged devices such as grounding systems, conduits, wireway, ductbank details, wire, cable, boxes, fittings, switches and receptacles. 4. Clearly show the specific part, part number, order code, etc. associated with the device. Use pointers, highlights, circles, etc. to clearly identify the specific part. 5. Submit on distribution equipment, including but not limited to: Unit substations, Medium voltage switching equipment, motor control centers and control equipment, low voltage switchboards, safety switches, dry -type (specialty) transformers, panelboards, and grounding. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-5 6. Submit on lamps, lighting, site lighting, and wiring devices. C. Provide manufacturer's product technical data including, but not limited to: Manufacturer's name, address, and contact number. 2. Manufacturer's product descriptive bulletin. 3. Nameplate data, current, voltage, load, impedance, and other electrical data pertinent to the Project and necessary to assure compliance with the Specifications and Plans. D. Provide schematic interconnection diagrams and/or PID diagrams for each control system and each control panel. Each control diagram shall show a schematic representation of the process equipment and the locations of the switches, meters, automatic valves, indicators, controllers, and recorders. Show correct operating settings and ranges for each control instrument on the diagrams. E. Use diagrams and symbols in shop plans, which conform to JIC Electrical Standards for Industrial Equipment and/or NEMA, ICS, ANSI, and IEEE standards, latest revisions. Prepare plans on 22" x 34", or ANSI size A, B, or D in a format similar to the Contract Documents or other nationally recognized drawing standard. F. Clearly, indicate on submittals that the equipment or material is NRTL listed or is constructed of listed or recognized components. Where a NRTL standard has not been established, clearly identify that no NRTL standard exists for that equipment. G. OPERATION AND MAINTENANCE MANUALS Manuals for the electrical system shall consist of 3-ringed, expandable metal hinge binders labeled with the job name and the Contractor's name. 1. Provide tab dividers for each major type of equipment. Each divider shall contain detailed information, plans, diagrams, and instructions for installing, operating, and maintaining the equipment installed in Division 16. 2. Provide a table of contents listing each tab divided section and its contents. 3. In each section, compile a spare parts list and supplier index. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-6 4. Assemble records of all tests, measurements, and calibration settings made for each device. H. Upon completion of the work, provide Record ("As Built") Plans. Fold, punch, and insert these records into the manual after they are reviewed by the Engineer by folding and punching 11" x 17" or smaller plans and folding larger sheets, and placing in plastic sleeves in manual. 1.6 SYSTEM DESCRIPTION A. Provide the labor, materials, and equipment necessary to furnish, install, and place into operation complete power, lighting, control, alarm, communications, and instrumentation electrical system of this Contract as shown on the Plans or Specifications herein. B. Provide a functioning system(s) in compliance with manufacturer's instructions, performance requirements as specified or indicated, and modifications resulting from reviewed shop plans and field coordinated plans. C. Provide complete wiring and controls for all equipment specified under other divisions and that comply with Division 16. Connect motors, controls, meters, and any other electrical device installed or provided as part of the project. D. Pay and make arrangements for necessary permits, licenses, and inspections. 1.7 QUALITY ASSURANCE A. TESTING AGENCY QUALIFICATIONS A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7, or a full member company of the InterNational Electrical Testing Association (NETA). 1. Testing Agency Field Supervision: Use persons currently certified by NETA or the National Institute for Certification in Engineering Technologies, or equal, to supervise onsite testing specified in Part 3. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-7 B. LISTING AND LABELING Provide products specified in this Section that are listed and labeled. The Terms "Listed and Labeled:" As defined in the National Electrical Code, Article 100. 2. Listing and Labeling Agency Qualifications a. A NRTL as defined in OSHA Regulation 1910.7. b. A NRTL recognized and approved by the State of Washington. 1.8 DELIVERY, STORAGE AND HANDLING See Section 01600. Ensure that equipment is not used as steps, ladders, scaffolds, platforms, or for storage — either inside or on top of enclosures. Protect nameplates on electrical equipment from being defaced. Repair or replace damaged, corroded, and rejected items at no additional cost to the City. 1.9 PAYMENT All costs of the work specified herein including associated permitting shall be included in the lump sum bid item for ELECTRICAL, TELEMETRY, AND INSTRUMENTATION. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Refer to individual Division 16 sections. 1. Similar equipment shall be provided by only one manufacturer throughout the project unless otherwise noted in the Specifications. B. Trade names and catalog numbers may be used in the Plans or Specifications to establish quality standards and basis of design: Other listed manufacturers in the applicable specification sections with equal equipment may be acceptable. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-8 2.2 GENERAL PRODUCT REQUIREMENTS A. Except as otherwise indicated, provide new materials and equipment, which are standard products of manufacturers, regularly engaged in production of such equipment. Provide material or equipment approved and labeled for the purpose for which it is to be used by NRTL or other organizations acceptable to the State of Washington Department of Labor and Industries. B. Where voltage, current, power, temperature or other ratings are specified that do not correspond to standard ratings of the manufacturer selected by the Contractor, furnish the next rating level which is more conservative or increases the capacity of the device or material in question. C. Furnish materials, devices, and equipment that are non -corrosive or coat them in a manner that renders them non -corrosive and acceptable to the Engineer. Do not provide materials, which contain polychlorinated biphenyls, asbestos, or other hazardous or detrimental materials. Do not install materials in a location or construction manner that produces galvanic action or do not install material combinations with corroding or eroding action. D. Where changes in the work, or substitutions in material are proposed, ensure that sizes, weights, openings, etc., are provided that do not require changes in the work outside this Division. E. All terminals shall be suitable for 75 degrees C rated copper conductors. 2.3 FABRICATION A. When equipment is shop fabricated specifically for this Project, use electrical devices and enclosures, which are NRTL, listed and labeled or recognized. B. SHOP OR FACTORY FINISHES Interiors of painted electrical equipment shall be either white or light gray. C. Fabricate equipment or devices in the field equivalent in every respect to manufactured items used for the same purpose. Where cutting, drilling, grinding, etc., is done to galvanize or painted metal, regalvanize, or paint to match original finish. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-9 2.4 SUPPORTING DEVICES A. Channel and angle support systems, hangers, anchors, sleeves, brackets, fabricated items, and fasteners are designed to provide secure support from the building structure for electrical components. 1. Material Steel, except as otherwise indicated, protected from corrosion with zinc coating, cadmium plating, or with treatment of equivalent corrosion resistance using approved alternative finish or inherent material characteristics. 2. Metal Items for Use Outdoors or in Damp Locations Hot -dip galvanized steel, or stainless steel, except as otherwise indicated. B. ANCHORS Cadmium plated or galvanized steel in dry areas; stainless steel or hot dipped galvanized steel in wet areas. Lag screws or Type A tapping screws for wood. 2. Rockwell "well -nut" for light loads in masonry. 3. Thru-bolt with fender washers for heavy loads in masonry. 4. Toggle bolts with springhead for hollow partitions. 5. Self -drilling anchors with threaded studs for concrete. 6. Clamps or U-bolts for structural steel. 7. Self -drilling anchors with extension rods for hollow tile over concrete. C. SHEET -METAL SLEEVES 0.0276 of an inch or heavier galvanized sheet steel, round tube, closed with welded longitudinal joint. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-10 D. PIPE SLEEVES ASTM A53, Type E, Grade A, Schedule 40, galvanized steel, plain ends. 2.5 ELECTRICAL IDENTIFICATION A. MANUFACTURER'S STANDARD PRODUCTS Where more than one type is listed for a specified application, selection is Installer's option but provide single type for each application category. Use colors prescribed by ANSI A13.1, NFPA 70, and Specifications. B. COLORED ADHESIVE MARKING TAPE FOR RACEWAYS, WIRES, AND CABLES Self-adhesive vinyl tape, not less than 3-mils thick by 1-inch wide. C. UNDERGROUND LINE WARNING TAPE Provide bright -colored, vinyl tape not less than 3-mils thick by 6-inches wide compounded for direct -burial service with permanent and continuous print. D. TAPE MARKERS Vinyl or vinyl -cloth, self-adhesive, wraparound type with preprinted numbers and letters. E. COLOR -CODING CABLE TIES Type 6/6 nylon, self-locking type. Colors to suit coding scheme. F. FASTENERS FOR PLASTIC -LAMINATED AND METAL SIGNS Self -tapping stainless -steel screws or No. 10/32 stainless -steel machine screws with nuts and flat and lock washers. G. FLASH PROTECTION WARNING Provide Arc Flash Warning Label on all equipment as required by 110.16 NEC (2014). The label is to contain the following text: WARNING or DANGER Are Flash Hazard! City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16050-11 Follow requirements in NFPA 70E for safe work practices and appropriate PPE. Failure to comply can result in death or injury. 2.6 TOUCHUP PAINT Use touchup paint on equipment provided by equipment manufacturer and select color to match existing equipment finish. A. FOR NON -EQUIPMENT SURFACES Matching type and color of undamaged, existing adjacent finish. B. FOR GALVANIZED SURFACES Zinc -rich paint recommended by equipment manufacturer. PART 3 EXECUTION 3.1 ELECTRICAL SUPPORTING METHODS A. WET AREAS 1. For pullboxes and equipment vaults, reference Specification Section 16130. 2. For wet areas which are not pullboxes or equipment vaults, hot -dip galvanized materials, stainless steel materials, or nonmetallic, U-channel system components unless otherwise noted on the Plans. B. METHODS Support raceway, equipment, and devices from framing members or building structure with sufficient clearance for maintaining and servicing. Provide backing plates, and/or framing material to support equipment, devices, and materials, which are located between the building or facility structure -framing members. 3.2 RECORDS A. Maintain and annotate on the job at all times a separate set of Record Drawings in accordance with the General Conditions. Show changes from the Contract Documents, routing of hidden raceways, actual fixture and City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-12 equipment locations, equipment sizes and dimensions and building outline changes. At the end of the Project, provide the Engineer a complete set of Plans marked in red pencil in a manner consistent with the Contract Plans, indicating the changes made on the job. B. Record voltage, current, and megohmeter and ground ohmic resistance test measurements made on the electrical work, the trip units, fuses, and overload relay elements installed in the equipment and the setting of all pressure, flow, level, etc., control devices. When the Project is completed and operating, turn over these records to the Engineer. C. Equipment and raceways installed under this contract for future work shall be dimensioned on the Record Drawings. 3.3 COORDINATION A. Coordinate installation of supporting devices and set sleeves in poured -in -place concrete and other structural components as they are constructed. B. Coordinate the location of motors, switches, panel connections, and other points of connection with the equipment manufacturers or vendors prior to conduit installation. Route circuits to the actual connection point. Even if removal and reinstallation of building materials is necessary, remove and reinstall conduit, outlet boxes, and other electrical connections, if initial electrical connections are not made to the appropriate equipment location. C. Coordinate and schedule connecting electrical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies. D. Coordinate and verify work under Division 16 with work under other Divisions, cooperate in locating equipment to avoid interference with work of others, and plan work to harmonize with the work of other trades so that all work may proceed as expeditiously as possible. Coordinate the installing of built-in work, attaching items to buildings, and cutting and patching. Coordinate connecting electrical circuits to components furnished under other Divisions. (Portions of the electrical design are based upon the equipment specified in other Divisions.) No extras are allowed because of moving work required to avoid interference with work of other Contractors. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-13 E. Coordinate the interruption of electrical systems to any part of the facility in use by the Engineer at least 2 working days before interruption of the system. F. Coordinate installing electrical identification after completion of finishing work where identification is applied to field -finished surfaces. G. Where changes in the work, or substitutions in material are proposed, ensure that sizes, weights, openings, etc., are provided that do not require changes in the work outside this Division. 3.4 INSTALLATION A. ENCLOSURES FOR USE WITH ELECTRICAL EQUIPMENT Unless specifically called out otherwise on the Plans, electrical enclosures shall meet the following specification: 1. Dry Areas Not applicable. 2. Wet Areas a. Outdoors NEMA 3R where the enclosure will not be subjected to splashing water, hose -directed water, or windblown dust. 3. Exceptions a. As otherwise indicated on the Plans. b. As modified in other Division 16 sections. 4. Standards a. NEMA ICS-6, Enclosures for Industrial Controls and Systems. b. UL 508, Rainproof Enclosures. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-14 B. WORKMANSHIP Install the equipment and materials in a neat and workmanlike manner employing workers skilled in the particular trade and in accordance with the manufacturer's instructions, the National Electric Code, National Electric Safety Code, applicable local regulations, ordinances, and industry standards. A person in charge at the site shall maintain adequate supervision of the work under this division when necessary for coordination with other work. C. MOUNTING HEIGHT Install components and equipment to provide the maximum possible headroom where mounting heights or other location criteria are not indicated. Mount enclosures for individual units at 54 inches above floors to centerline of controls unless otherwise indicated in the Plans. D. ACCESSIBILITY Install equipment to facilitate service, maintenance, and repair or replacement of components. Connect for ease of disconnecting, while minimizing interference with other installations. E. EQUIPMENT ORIENTATION Install items parallel and/or perpendicular to other building systems and components, except where otherwise indicated. F. EQUIPMENT MOUNTED ENCLOSURES Attach enclosures mounted on equipment with machine screws or clamps as required. Do not drill equipment frames or sheets without permission of supplier/manufacturer or the Engineer. Do not mount safety switches and external equipment to other equipment enclosures, unless enclosure mounting surface is properly braced to accept mounting of external equipment. G. COORDINATION Give right of way to raceways and piping systems installed at a required slope. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-15 H. WALL MOUNTED ENCLOSURES Stand equipment off wall surfaces a minimum of 1/4 of an inch where enclosures are mounted on walls in WET AREAS with neoprene or plastic shim washers. I. MISCELLANEOUS SUPPORTS Install metal channel racks for mounting cabinets, panelboards, disconnects, control enclosures, pull boxes, junction boxes, transformers, and other devices, except where components are mounted directly to a structural member of adequate strength. J. SLEEVES Install for cable and raceway penetrations of concrete slabs and walls, except where core -drilled holes are used. Install for cable and raceway penetrations of masonry and fire -rated gypsum walls and of all other fire -rated floor and wall assemblies. Install sleeves during erection of concrete and masonry walls. K. FASTENING Unless otherwise indicated, securely fasten electrical items and their supporting hardware to the building structure. 1. Welding to steel structure may be used only for threaded studs, not for conduits, pipe straps, or any other items. 2. Select fasteners so the load applied to any fastener does not exceed 25 percent of the proof -test load. L. FIREPROOFING 1. Do not remove or damage fireproofing materials. 2. Install hangers, inserts, supports, and anchors prior to installation of fireproofing. 3. Repair or replace fireproofing removed or damaged. M. PENETRATIONS All penetrations of electrical work through walls and roofs shall be water and weather -tight. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16050-16 N. MISCELLANEOUS REQUIREMENTS Screen or seal all openings into outdoor equipment to prevent the entrance of rodents and insects. 2. Equipment fabricated from aluminum shall not be placed in direct contact with earth or concrete. 3. Do not exceed the dimensions indicated for equipment except as approved in writing by the Engineer. 4. Do not use equipment or arrangements for equipment that reduce the required clearance or exceed the space allocations. O. DIMENSIONS Dimensions indicated for electrical equipment and dimensions indicated for the installation of electrical equipment are restrictive dimensions. 1. Field measurements take precedence over dimensioned plans. 3.5 IDENTIFICATION A. LABELS Install labels where indicated and at locations for best convenience of viewing without interference with operation and maintenance of equipment. Conduit labeling is further described in section 16130. B. NOMENCLATURE Coordinate names, abbreviations, colors, and other designations used for electrical identification with corresponding designations indicated on the Contract Documents or required by codes and standards. Use consistent designations throughout the Project. C. SELF-ADHESIVE IDENTIFICATION PRODUCTS Clean surfaces of dust, loose material, and oily films before applying. D. IDENTIFY PATHS OF UNDERGROUND ELECTRICAL LINES During trench backfilling, for exterior underground power, control, signal, and communication lines, install continuous underground plastic line City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-17 marker located directly above power and communication lines. Where multiple lines installed in a common trench or concrete envelope, do not exceed an overall width of 16 inches, use a single line marker. E. ENGRAVED, PLASTIC -LAMINATED LABELS, SIGNS, AND INSTRUCTION PLATES Engraving stock shall be melamine plastic laminate punched for mechanical fasteners with a minimum thickness of 1/16 of an inch for signs up to 20 square inches, and 1/8 of an inch thick for larger sizes. Engraved legend in white letters on black face. Provide nameplates on equipment enclosures giving the name and circuit identification of the enclosed device/equipment in 1/4 of an inch lettering. F. PANELBOARD SCHEDULES For panelboards, provide framed, typed circuit schedules with explicit description and identification of items controlled by each individual breaker. G. ARC FLASH HAZARD Provide and install warning labels for arc flash hazard on all switchboards, panelboards, control panels, motor control centers, and other equipment per the requirements of the NEC and Washington State Administrative Code (WAC). 3.6 DEMOLITION A. EQUIPMENT TO BE DEMOLISHED Demolish all existing electrical devices and circuits, which are noted for demolition. Demolition includes, but is not limited to: 1. Removing all conduit, conductors, fittings, device boxes, hangers, panels, devices, etc., which are not concealed in the building structure or below grade/slab. B. TEMPORARY POWER Provide temporary power to existing branch circuit panels, branch circuits, and/or directly to electrical devices as required to keep all portions of the existing facility, which are occupied by the Engineer, or required for operation, in operation at all times. Obtain approval by all appropriate code authorities, including the Department of Labor & Industries City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-18 Electrical Inspection Department, or the local jurisdiction having authority, for any temporary connections required. C. DAMAGED ELECTRICAL EQUIPMENT Where remaining electrical work is damaged or disturbed in the course of the work, remove damaged portions, and install new products of equal capacity, quality, and functionality. D. TEMPORARY DISCONNECTION Remove, disconnect, store, clean, reinstall, reconnect, and make operational those components that are indicated for relocation and/or reconnection. Coordinate the process, mechanical, HVAC, and other equipment scheduled to be relocated and/or reused with other Divisions. 3.7 CUTTING AND PATCHING Cut, channel, chase, and drill floors, walls, partitions, ceilings, and other surfaces necessary for electrical installations. Perform cutting by skilled mechanics of the trades involved. Repair disturbed surfaces to match adjacent undisturbed surfaces. 3.8 TOUCHUP PAINTING Thoroughly clean damaged areas and provide primer, intermediate, and finish coats to suit the degree of damage at each location. Follow paint manufacturer's written instructions for surface preparation and for timing and application of successive coats. 3.9 TESTING A. Test electrical equipment before energization and placing into service. Report all test results in writing. Where tests disclose a defect in the work, rework, or repair the work at no additional expense to the City and retest to confirm the rework or repair until testing confirms that the defect has been corrected. Test in accordance with the manufacturer's installation and testing instructions and the applicable electrical standards (i.e., NEMA, NFPA, IEEE, ISA, ANSI) for the class of equipment. 1. Test the equipment and electrical circuits for proper connection, tightness, continuity, and absence of undesirable shorts and grounds. When complete and 72 hours prior to energizing of the City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16050-19 system, test the wire and cable installation. Check for continuity, visual damage, marking, and proper phase sequence before performing insulation testing. 2. Megger power equipment, bus work, switches, breakers, and associated devices phase -to -phase and phase -to -ground. Megger at or near the rated voltage, but not above. Disconnect and reconnect equipment which cannot be meggered when connected. The minimum acceptable steady-state value is 50 megohms. Record ambient temperature and humidity during testing. Call any reading less than 100 megohms to the attention of the Engineer. Take appropriate steps to improve such values to permanent levels greater than 100 megohms. 3. Test operation, calibration, and settings of the meters, relays, and indicating devices. 4. Test all operating controls for proper operation. 5. Test all auxiliary equipment, i.e., heaters, thermostats, lights, all illuminated indicating devices and lamps, and all audible alarm devices which are an integral part of transformers and panels to verify that they function properly. 6. Check fuses with an ohmmeter. Ring out wiring and busing. Check operation of control and safety interlocks. Check grounding of potential transformers, current transformers, lightning, and surge arresters. Check control connections and tightness at terminal blocks, relays, meters, switches, etc. B. Rework or repair equipment, which performs unsatisfactorily during, or as a result of, testing at no additional expense to the City. C. Additional testing requirements specific to other sections are specified in those sections. 3.10 TEST DOCUMENTS The following test documents shall be signed and submitted for review prior to energizing associated electrical circuits: A. Provide a Power Conductor Megger Testing Report. A blank copy of this report, specifically associated with this contract, is available from Engineering on request. A copy of these signed test results shall be City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16050-20 submitted to the Engineer for approval prior to startup and shall be included in the O&M Manual. 3.11 DEMONSTRATION Demonstrate to the Engineer that the electrical installation is working by operating all electrical systems and equipment. Simulate control and emergency conditions, artificially where necessary, for complete system tests. Demonstrate equipment in accordance with each section in Division 16. 3.12 CLEANING Clean dirt and debris from all surfaces. Apply touchup paint as required to repair scratches, etc. Replace nameplates damaged during installation. Thoroughly vacuum the interior of all enclosures to remove dirt and debris. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16050-21 SECTION 16120 CONDUCTORS AND CABLES PART 1 GENERAL 1.1 SCOPE The work specified in this Section includes building wires, cables, and associated connectors, splices, and terminations for wiring systems rated 600 V and less. 1.2 RELATED WORKS SPECIFIED ELSEWHERE Section Item 16050 Basic Electrical Materials and Methods RCW 19.28.261 Revised Code of Washington, Exemptions from RCW 19.28.161 through RCW 19.28.271 1.3 SUBMITTALS Indicate Field Test Reports and interpret their results for compliance with performance requirements. 1.4 QUALITY ASSURANCE See Section 16050. 1.5 PAYMENT All costs of the work specified herein shall be included in the lump sum bid item for ELECTRICAL, TELEMETRY, AND INSTRUMENTATION. PART 2 PRODUCTS 2.1 BUILDING WIRES AND CABLES A. STRANDING 1. All power, control, and instrumentation conductors larger than #20 AWG shall be stranded. 2. All equipment ground conductors larger than #16 AWG shall be stranded. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16120-1 3. All grounding electrode conductors larger than #10 AWG shall be stranded. B. POWER AND CONTROL WIRE All power and control wire and conductors in raceways shall be rated 600 VAC. 1. XHHW, XHHW-2 a. Conductor Class B, stranded, annealed, uncoated copper. Conductors shall comply with: i. UL Standard 44. ii. ASTM-133, ASTM-138, and ASTM-137138. b. Insulation Cross -Linked Polyethylene (XLP) High Heat Water Resistant. Insulation shall comply with: i. UL-83 Thermoplastic -Insulated Wires and Cables. ii. UL-1063 Machine -Tool Wires and Cables. C. The cable shall meet the following Standards and Agency approvals: i. NEMA WC70/ICEA 5-95-658. ii. ASTM Stranding Class B3, B8, 137138 iii. Federal Specification A-A-59544 C. INSTRUMENTATION, COMMUNICATION, AND NETWORKING CABLES All instrumentation, communication, and networking cables and conductors in raceway shall be rated 600 VAC. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16120-2 1. Analog Instrument Cables Paired and triad analog instrument cables shall be #16 AWG stranded tinned copper 600 V tray cable, rated for wet applications at 75 degrees C in a sunlight resistant PVC jacket. Cables shall be plenum and direct burial rated, and shall be provided with individual pair/triad isolated 100 percent foil shields with independent drain wires and an overall isolated shield with drain wire. These cables shall also be used for totalizing pulse signals from flow meters. The following cables shall be used for multiple conductor applications: a. 4-Conductor, 2 twisted pairs, 100 percent individual shields plus 100 percent overall shield. Belden #1055A or equivalent. 2.2 SPLICES, TAPS AND TERMINAL BLOCKS Splices are only allowed under the conditions of Section 4.2.E. A. SPLICES TO POWER CONDUCTORS 1. Splices in Outdoor Areas, or Handholes a. For inline butt splices, use inline resin splice kits for non - shielded cables, 600 V; 3M Scotchcast 82-A series or equal. UL listed 486D. b. For odd -shaped and odd sized splices, use multi -mold resin splice kits for non -shielded cables, 600 V; 3M Scotchcast 85-14CP or equal. UL listed 486D B. SPLICES TO CONTROL CONDUCTORS 1. In Junction Boxes and Handholes Splices to control conductors injunction boxes and handholes shall be made with 600 V, UL486D certified, water -proof direct bury connectors with strain relief, pre -filled with waterproof and City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16120-3 corrosion -proof, non -hardening, silicone dielectric sealant; DRYCONN DBSR Series or equal. 2. In Pull Boxes a. For inline butt splices, use inline resin splice kits for non - shielded cables, 600 V; 3M Scotchcast 82-A series or equal. UL listed 486D. b. For odd -shaped and odd sized splices, use multi -mold resin splice kits for non -shielded cables, 600 V; 3M Scotchcast 85-14CP or equal. UL listed 486D. C. SPLICES TO INSTRUMENTATION CABLES AND CONDUCTORS 1. In Junction Boxes Strip back the cable outer sheath exposing cable conductors and shield lengths to 1-inch or less. Twist the wires together and solder. Insert and engage into 600 V, UL486D certified, water- proof connectors, pre -filled with waterproof and corrosion -proof, non -hardening, silicone dielectric sealant; DRYCONN Aqua Series or equal. 2. In Pull Boxes and Handholes Instrument cables and conductors are always passed through a junction box inside pull boxes and handholes. Reference "In Junction Boxes" (above) and Specification 16130, Section 4. 2.3 INSULATING MATERIALS A. ELECTRICAL INSULATION PUTTY Scotchfill, or equal. B. INSULATING ELECTRICAL TAPE 7 Mil/0.18 mm Plasticized PVC, rubber -based adhesive, 200 percent elongation, 26 N/cm tensile strength, 8 kV breakdown voltage, meeting CE, CSA, UL certifications. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16120-4 C. CONDUCTOR COLOR -MARKING TAPE 7 Mil/0.18 mm Plasticized PVC, rubber -based adhesive, 200 percent elongation, 26 N/cm tensile strength, 8 kV breakdown voltage, meeting CE, CSA, UL certifications, in required color. D. ELECTRICAL HEAT SHRINK TUBING Heat shrink tubing shall be dual -wall polyolefin, 3-1 shrink ratio, 600 VAC, -55 to 110 degrees C operating range meeting UL 224 600V, 125 degrees C. PART 3 APPLICATIONS 3.1 WIRE APPLICATIONS A. CABLE AND CONDUIT SCHEDULE The Cable and Conduit Schedule shall be considered absolute. No changes to wire sizes, wire count, insulation type, or circuit type shall be allowed without approval from the Engineer. B. WIRES IN RACEWAYS Wires installed in raceways shall be considered "FIELD" wiring and shall be installed and terminated by qualified and licensed electrical contractors. Exceptions: Installation and termination may be by the owner under the provisions of "RCW 19.28.261, Exemptions from RCW 19.28.161 through RCW 19.28.271. " • If the raceway is installed inside a control panel fabricated by a certified UL 508 shop, then these wires may be installed and terminated per the provisions of WIRES IN CONTROL PANELS as listed below. 1. Power Wire a. Insulation All service, feeder, and branch circuit conductors shall be XHHW-2. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16120-5 2. Class 1 and 2 Control Wire Insulation All control circuits in raceways shall be XHHW-2. Exceptions: Unless called out otherwise in the Cable and Conduit Schedule. Unless approved in writing by the Electrical Engineer. b. Minimum control wire size in conduits and raceways The minimum control wire size in conduits and raceways shall be #14 AWG. PART 4 EXECUTION 4.1 EXAMINATION Examine raceways and surfaces receiving wires and cables for compliance with requirements for installation tolerances and other conditions affecting performance of wires and cables. Do not proceed with installation until unsatisfactory conditions have been corrected. 4.2 INSTALLATION A. GENERAL INSTALLATION METHODS Install wires and cables in raceway system, according to manufacturer's written instructions and NECA's "Standard of Installation," after raceway system is complete. 2. Tighten electrical connectors and terminals according to manufacturer's published torque -tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 3. Install cables and conductors neatly in all enclosures. Bend or form wires in neat runs from conduits to terminals. Arrange wires so that they may be grouped by conduit or function in the City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16120-6 enclosure. Install cable ties and straps to support and bundle wires in enclosures. Arrange wires to allow wire tags and numbers to be easily read without bending or flexing wiring. 4. Leave 6 inches or more of free conductor at each connected device or equipment terminal and 9 inches of free conductor at each unconnected outlet. Tape free ends of conductors at unconnected outlets and coil neatly in outlet box. 5. Install wiring to equipment neutral and grounding blocks on the bottom or furthest back row first. Leave unconnected blocks accessible for future neutral or grounding connections. 6. Provide individual neutral conductors for each associated circuit. Common neutral conductors for multi branch circuits are not permitted. 7. All power distribution raceways shall contain at least one continuous copper grounding conductor with a minimum size as per NEC 250.122. Larger sizes shall be used if identified in the Cable and Conduit Schedule on the Plans. B. CONDUCTORS SHARING RACEWAYS 1. Power conductors shall not be run in the same raceway with control conductors. Exception: Unless specifically shown otherwise in the Cable and Conduit Schedule. 2. Power conductors shall not be run in the same conduit or raceway with instrumentation cables/conductors. 3. Control conductors shall not be run in the same conduit or raceway with instrumentation cables/conductors. Exception: • Unless specifically shown otherwise in the Cable and Conduit Schedule. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16120-7 C. INSTRUMENTATION (SIGNAL) CABLES Preparing the Shielded End 1.25" 1.25" 0.25" 0.26' INSTRUNENTATION CABLE GREEN HEAT SHRINK OVER DRAIN WIRE BLACK HEAT SHRINK OVER CABLE END AND OPEN CONDUCTORS a. Neatly trim the end of the cable. b. Strip back 1.25 inch of the outer jacket taking care not to cut into the conductor insulation. C. Neatly trim the foil back to the edge of the outer jacket taking care not to damage the drain wire. d. For signal cables with a braided shield over a foil shield, carefully cut the braid back to the edge of the outer jacket. e. Provide a green heat shrink tube over the drain wire, leaving 0.25 inch of exposed conductor. f. Provide a 1.25-inch black heat shrink over the jacket, covering 0.25 inch of the exposed conductors. This properly insulates and protects the ends of the shields and the outer jacket. g. Strip the signal conductors exposing 0.25 inch of conductor. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16120-8 2. Preparing the Unshielded End a. Neatly trim the end of the cable. b. Strip back 1.25 inch of the outer jacket taking care not to cut into the signal conductor insulation. C. Neatly trim the foil back to the edge of the outer jacket. d. Cut the drain wire at the edge of the outer jacket taking care not to damage the signal conductor insulation. For signal cables with a braided shield over a foil shield, carefully cut the braid back to the edge of the outer jacket. f. Provide a 1.25-inch black heat shrink over the jacket, covering 0.25 inch of the exposed conductors. This properly insulates and protects the ends of the shields and the outer jacket. g. Strip the signal conductors exposing 0.25 inch of conductor. E. SPLICING CONDUCTORS Install service, feeder, and motor circuits continuous without splices from equipment terminal to equipment terminal or motor lead. Exceptions: Branch circuits at taps for convenience receptacles and lighting. As specifically called out. • With written permission from the Engineer. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16120-9 2. Install instrumentation and control circuits continuous without splices or terminations from source equipment terminal to destination equipment terminal. Exceptions: • On terminal strips in control panels. • On terminal strips in termination panels. • As specifically called out. • With written permission ftom the Engineer. 3. Where splicing is allowed, or specifically called out, install in the following manner: a. Splicing Inside Vaults, Handholes, Outdoor J-Boxes, or J- Boxes in Wet Areas Power and control conductors shall be spliced per Section 2.2.A. Provide a minimum of 24 inches of length on both wires for future re -splicing. b. Splicing in J-Boxes and Control Panels Mounted Indoors in Dry Rooms Conductors size #12 AWG through #6 AWG: For conductors less than #6 AWG, provide crimped butt -splice with heat shrink cover. The heat shrink shall overlap the butt barrel ends by a minimum of 1/2 inch. Cover the splice with a minimum of three layers of black electrical tape. Provide a 2-wrap (minimum) single band of the appropriate phase color tape. Exception: For receptacles and lighting, reference Section 2.2.B. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16120-10 ii. Conductors size #4 AWG and larger: (1) Terminal Connectors For conductors larger than #6 AWG, connections shall be made using insulated multiple tap connectors rated for 600 VAC; N.S.I. Polaris or equal. Cover the splice with a minimum of three (3) layers of black electrical tape. Provide a 2-wrap (minimum) single band of the appropriate conductor color tape. (2) Terminal Blocks All power terminals shall be 600 VAC, suitable for 75 degrees C rated copper conductor. Connect using properly sized terminal blocks. Exception: • If splices are allowed by the Engineer, then use plated copper alloy compression splicing sleeves installed by high-pressure compression tools and insulated with heat shrink Raychem sleeves. F. REPLACING FAULTY CONDUCTORS When replacing a faulty conductor or cable that shares a raceway with other conductors or cables, all conductors and cables must be removed and replaced with new. Exceptions: • If the raceway is straight and without bends or offsets and its length is less than 30 feet, and the conductors are not bound together in the raceway, then only the faulty cable must be pulled and replaced with new. A manufacturer -approved pulling compound or lubricant must be used to minimize degradation to City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16120-11 the remaining conductors. The contractor is responsible for the integrity of the remaining conductors. With specific approval by the Engineer. G. CONDUCTOR LABELLING All conductors shall be labeled in the following manner. Exceptions: • Conductors supplying power to lighting and convenience receptacles. • Non -insulated ground conductors. • At each motor tag for winding lead numbers. Make all phase rotation changes for motor direction changes at the motor to maintain correct color phase sequence in equipment. • In each enclosure or box where more than one ungrounded power conductor is spliced or connected, tag for panelboard identification and pole number (reference Section 3.3C.). 1. Conductors shall be labeled the same at each end in a place where the label can be clearly read without moving other wires or rotating the label. 2. Conductor labels shall reference the device (destination) tag as provided on the "TAG LIST" in the Plans. For example, conductors from panelboard [01 PB 01 ] to dedicated receptacle [01 DREC 05] shall be labeled as follows: Line: OIDREC05.L Neutral: 01 DREC05.N Ground: O 1 DREC05.G Conductor labels shall each be unique for each circuit. For example, 10 control conductors from Main Control Panel [02 CP 0 1 ] (source) to Automatic Transfer Switch [02 ATS 01] (destination) shall be labeled as follows: City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16120-12 Wire #1: 02ATS01.01 Wire #2: 02ATS01.02 Wire #9: 02ATS01.09 Wire #10: 02ATS01.10 4. The labels shall be white heat shrink sized appropriately for the associated conductor with typed lettering in black indelible ink. 5. Label each conductor. When terminating cables, if there is insufficient room to provide a label on each conductor, then label the cable sheath. 6. Tag for phase rotation at each power connection. Exception: • At motor connections. H. CONDUCTOR COLORS 1. For conductor colors inside control panels, reference Section 3.1.C.1. 2. Do not use white, gray, green, or green with yellow stripes color for any power, lighting, or control conductor not intended for neutral or equipment grounding purposes. Exception: • Instrumentation and control multi -conductor cables may use white, gray, or green singly or as part of a trace color in addition to the base color. 3. Equipment grounding conductors: Green or green with yellow stripes. 4. 240/120 volt, single phase systems: Phase A Phase B Neutral Black Red White 5. Use wire with insulation of required color for conductors of #6 AWG and smaller. For wire larger than #6 AWG, where not available in specified colors, use conductor color marking tape per City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16120-13 Section 2.3.C. When conductors are marked in this manner, mark each conductor at all accessible locations such as panelboards, junction boxes, pullboxes, auxiliary gutters, outlets, switches, and control centers. 6. Connect power conductors of the same color to the same phase throughout the installation. Viewing all equipment from the front, make connections so phase color sequence is in the same order as that for panelboards, switchboards, motor control centers, etc. I. PULLING CONDUCTORS 1. Instrumentation, Communication, Networking, and Fiber Cables Make all cable pulls by hand using a manufacturer -approved pulling compound or lubricant where necessary. 2. Power and Control Conductors a. Make all cable pulls by hand where possible. Use pulling means, including fish tape, cable, rope, and basket -weave wire/cable grips, or wrapping extra conductor into an eye, that will not damage cables or raceway. b. On mechanically -assisted pulls use a manufacturer - approved pulling compound or lubricant where necessary. The compound used must not deteriorate the conductors or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. Install pullboxes where necessary to prevent exceeding manufacturer's recommendations. 3. Cut cable or conductor ends off after pulling and clean all pulling compound from exposed conductors before terminating. J. CABLE SUPPORTS Support cables according to Section 16050. Provide vertical conductor support per NEC Table 300.19(A). City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16120-14 K. WIRING AT OUTLETS 1. Install conductor at each outlet, with at least 6 inches of slack. Connect only to receptacle screw terminals using insulated spade - type lugs. 2. Connect outlets and components to wiring and to ground as indicated and instructed by manufacturer, and in compliance with other Sections of Division 16. 4.3 FIELD QUALITY CONTROL A. TESTING Provide conductor megger testing per Specification 16050, Section 3. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16120-15 SECTION 16130 RACEWAY AND BOXES PART1 GENERAL 1.1 SCOPE The work specified in this Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring. 1.2 RELATED SECTIONS INCLUDE THE FOLLOWING: Sections Items 16050 Basic Electrical Materials and Methods 1.3 DEFINITIONS A. 100 PERCENT CONTINUOUS 100 percent continuous means that electrical continuity shall be maintained over a conduit's entire length and that such conduits shall consist of only RGS (whether PVC -coated or not), LFMC, or combinations of these types. There can be no break in the electrical continuity by non-metallic components. EMT conduits are not considered 100 percent continuous. B. CONDUIT BODIES A separate portion of a conduit system that provides access through a removable cover to the interior of the system at a junction of two or more sections of the system. C. CONTROL CONDUITS Control conduits typically contain cables or conductors in the range of 12 Vdc to 120 Vac. These cables/conductors are used to provide discreet field inputs and outputs to motor drives, PLC controllers, operator stations, etc. They typically connect to discreet I/O field devices like local panel pushbuttons, indicating lights, selector switches, field limit switches, relay circuits, etc. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16130-1 D. CONTROL PANELS Control panels are enclosures in which one or more circuits are changed, unlike junction boxes where circuits are simply routed through the panel. Control panels may be as simple as an enclosure with a pilot light or they may be very complicated with hundreds of I/O terminations. E. CONVENIENCE RECEPTACLES Reference Section 16140, Definitions. F. DEVICE BOXES Device boxes are electrical boxes used for receptacles, light switches, dimmers, and other similar devices. Selector switches, indicating lights, displays, etc., are mounted in control panels and equipment enclosures, not in device boxes. G. DRIP FITTINGS Drip fittings are used to drain water from conduit entry points, junction boxes, or other enclosures where accumulation of moisture must be removed. They are also intended to disable the entry of foreign materials, including tools and fingers, through the drain. H. EMT Electrical Metallic Tubing (a type of RMC). I. FINISHED AREAS Reference Section 16050, Definitions. J. FMC Flexible Metal Conduit (a type of RMC). K. FRP Fiberglass Reinforced Plastic (a type of RNC). City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-2 L. HANDHOLES A handhole is a pullbox that is not sufficiently sized for entrance of personnel (reference PULLBOXES). M. INSTRUMENTATION CONDUITS Instrumentation conduits contain cables and conductors that carry low -power modulated or communication signals. They may include 4-20 mA current loops, 0-10 volt analog signals, 5 to 12 Vdc digital (TLL) data, analog or digital communications signals, etc. They may also include low -voltage compliance power to instruments such as 5 Vdc, ±15 Vdc, or 24 Vdc. 119Lei 1110= Junction boxes are electrical enclosures used for combining, splitting, pulling, or redirecting electrical circuits. Junction boxes may terminate one conduit or join multiple conduits. Circuits are not altered inside a junction box. Enclosures where circuits are altered are called CONTROL PANELS. With the exception of terminal strips, junction boxes do not contain electrical devices. Junction Boxes, Type Jl — not used 2. Junction Boxes, Type J2 — not used 3. Junction Boxes, Type J3 Junction boxes identified as TYPE J3 can contain only instrumentation circuits that are not intrinsically safe. Junction boxes not containing circuits of the types identified for TYPE J1, TYPE J2, or TYPE J3 are simply called "junction boxes" (without a TYPE identifier). O. LFMC Liquidtight Flexible Metal Conduit (a type of RMC). P. POWER CONDUITS Power conduits contain branch and feeder conductors with voltages 120 Vac and above. These conductors provide operating power to MCCs, City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-3 panels, motors, lighting, receptacles, HVAC, etc. Conductors can be of #12 AWG wire gauge and larger, either separate or in power cables. Q. PROCESS AREAS Reference Section 16050, Definitions. R. PULLBOXES Pullboxes are underground electrical enclosures, sufficiently sized to allow the entrance of personnel, used for combining, splitting, pulling, or redirecting electrical circuits. Pullboxes may terminate one conduit or join multiple conduits. A pullbox can be considered an underground junction box. Circuits are not altered or terminated inside a pullbox. Pullboxes do not contain electrical equipment or devices. Exception: • Pull boxes may include a sump pump. Handholes are types of pull boxes but are not sufficiently sized to allow the entrance of personnel (reference HANDHOLES). S. PVC Polyvinyl Chloride Conduit (a type of RNC). T. PVC-RGS Polyvinyl chloride, externally coated RGS (a type of RMC). Alias: May be called or shown on Plans and elsewhere in specifications as PVC -Coated RGS or PVC-RMC. U. PVC-RMC Reference PVC-RGS. V. RGS Rigid Galvanized Steel (a type of RMC). W. RMC City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16130-4 Rigid Metal Conduit (General NEC Category). X. RNC Rigid Nonmetallic Conduit (General NEC Category). Y. SURFACE RACEWAYS A metallic raceway that is intended to be mounted to the surface of a structure, with associated couplings, connectors, boxes, and fittings for the installation of electrical conductors. Z. WET LOCATIONS Reference Section 16050, Definitions. AA. WIREWAYS Sheet metal troughs with hinged or removable covers for housing and protecting electric wires and cable in which conductors are laid in place after the wireway has been installed as a complete system. 1.4 SUBMITTALS A. Provide data for surface raceways, wireways and fittings, hinged -cover enclosures, and cabinets. 1.5 QUALITY ASSURANCE See Section 16050. 1.6 COORDINATION Coordinate layout and installation of raceways and boxes with other construction elements to ensure adequate headroom, working clearance, and access. Coordinate electrical work with outside utilities associated with the project. Non electrical piping and structural has priority over underground conduit routing. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16130-5 Exception: • Unless specifically coordinated otherwise with the General Contractor. 1.7 PAYMENT All costs of the work specified herein shall be included in the lump sum bid item for ELECTRICAL, TELEMETRY, AND INSTRUMENTATION. PART 2 PRODUCTS 2.1 METALLIC CONDUIT TYPES A. EMT — shall not be used. B. FMC — shall not be used. C. LFMC 1. Conduit Flexible, galvanized steel convolutions forming a continuous raceway, covered by a liquid tight PVC layer. Electri-Flex Type LA or American Sealtite, Type UA 2. Connectors Galvanized steel, screw in, grounding type with a ferrule, which covers the end of the inside and outside of the conduit. D. RGS 1. Conduit Hot dipped galvanized with threaded ends meeting ANSI C80.1. 2. Couplings Steel, cast iron, or malleable iron compression type employing a split, corrugated ring and tightening nut, with integral bushings and locknuts. No indent or set screw type. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-6 a. Couplings Unsplit, NPT threaded steel cylinders with galvanizing equal to the conduit. b. Nipples Factory made through 8 inches, no running threads. C. Conduit bodies shall be galvanized, or epoxy coated cast iron or aluminum one piece with galvanized, or epoxy coated cast cover, gasket, and threaded hubs. Use stainless steel screws or other approved non -corroding screws to hold cover in place. Conduit Clamps Conduit clamps for RGS shall be cast iron. E. PVC -COATED RGS, PVC-RMC General a. A proprietary colored urethane coating shall be uniformly and consistently applied to the interior of all conduit and fittings. This internal coating shall be a nominal 2 mil thickness. Conduit or fittings having areas with thin or no coating shall be unacceptable. b. The PVC exterior and urethane interior coatings applied to the conduit shall afford sufficient flexibility to permit field bending without cracking or flaking at temperatures above 30 degrees F (-1 degrees Q. All male and female threads on conduit, elbows, and nipples shall be protected by application of an electronically conducting corrosion resistant compound. d. Installation of the PVC coated conduit system shall be performed in accordance with the manufacturer's installation manual. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16130-7 e. Conduits and fittings shall meet the following standards: i. ASTM D870 ii. ASTM D1151 iii. ASTM D3359 iv. ASTM D1308 V. NEMA RN 1 2. Conduit a. The PVC coated rigid metal conduit must be UL listed. The PVC coating must have been investigated by UL as providing the primary corrosion protection for the rigid metal conduit. Ferrous fittings for general service locations must be UL listed with PVC as the primary corrosion protection. Hazardous location fittings, prior to plastic coating must be UL listed. All conduit and fittings must be new, unused material. Applicable UL standards may include: UL 6 Standard for Safety, Rigid Metal Conduit, UL 514B Standard for Safety, Fittings for Conduit and Outlet Boxes. b. The conduit shall be hot dip galvanized inside and out with hot dipped galvanized threads. 3. Fittings and Accessories The design shall be equipped with a positive placement feature to ease and assure proper installation. Certified results confirming seal performance at 15 psig (positive) and 25 inches of mercury (vacuum for 72 hours shall be available). a. A PVC sleeve extending one pipe diameter or 2 inches, whichever is less, shall be formed at every female fitting opening except unions. The inside sleeve diameter shall be matched to the outside diameter of the conduit. b. The PVC coating on the outside of conduit couplings shall have a series of longitudinal ribs 40 mils in thickness to protect the coating from tool damage during installation. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16130-8 C. Conduit Form 8 Bodies shall be 1/2 inch through 2-inch diameter, shall have a tongue -in -groove "V-Seal" gasket to effectively seal against the elements. Conduit bodies shall be Form 8 and shall be supplied with plastic encapsulated stainless steel cover screws. d. Right angle beam clamps and U bolts shall be specially formed and sized to snugly fit the outside diameter of the coated conduit. Al U bolts will be supplied with plastic encapsulated nuts that cover the exposed portions of the threads. e. Conduit clamps and fittings for PVC -Coated RGS conduits shall be 316L stainless steel. 4. Approved Material a. Plasti-Bond REDH2OT, Perma-Cote, or KorKap manufactured by Robroy Industries. b. Ocal-Blue Steel conduit and fittings as manufactured by Ocal, Inc. C. Any deviation from the above approved materials must be approved by the Engineer. 2.2 NONMETALLIC CONDUIT TYPES A. PVC 1. Conduits NEMA TC 2, Schedule 40 or 80 PVC. 2. Fittings and Accessories NEMA TC 3; match to conduit type and material, but elbows shall be RMC. 3. Conduit bodies Where allowed, shall match type, material, and gauge of conduit. B. STANDARD METAL BOXES City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16130-9 Assembled from stamped steel hot dipped zinc galvanized coated flat pieces, welded or mechanical assembled into a device box, with knockouts for conduit or connector entrance, meeting NEMA OS 1, with plaster or extension rings and necessary mounting appurtenances to suite construction and application. C. CAST BOXES 1. Cast Aluminum Epoxy coated cast aluminum box, one piece, with mounting lugs, with threaded holes or hubs, with internal green ground screw and with neoprene gaskets. 2. Cast Iron Cast iron with electro-galvanized and aluminum acrylic paint finish, one piece, with mounting lugs, with threaded holes or hubs, with internal green ground screw and with neoprene gaskets. D. DEVICE COVERS 1. Plastic: Thermoplastic nylon, device -mount, ivory. 2. Aluminum: Sheet Aluminum. 3. Cast Iron: Iron alloy. E. SWITCH ACTUATORS Aluminum: Lever -arm type, raintight, cast aluminum matching the metallurgy of the device box. 2. Cast Iron: Lever -arm type, raintight, cast iron alloy matching the metallurgy of the device box. F. WEATHERPROOF COVERS AND PLATES Weather proof, self -closing, die-cast aluminum, UL listed. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16130-10 G. IN-SERVICE COVERS Shall be weather proof and hinged from top with removable cord slots. 2.3 JUNCTION BOXES AND HANDHOLES A. JUNCTION BOXES 1. Standard Stamped steel, deep drawn one piece (without welds or tab connections), galvanized, with knockouts for conduit or connector entrance, meeting NEMA OS 1. Boxes 6" x 6" x 4" or larger may be code gauge fabricated steel continuously welded at seams and painted after fabrication. 2. Cast Cast iron with electrogalvanized and aluminum acrylic paint finish, one piece, with threaded cover of the same metallurgy and finish, with mounting lugs, with threaded holes or hubs, with internal green ground screw and with neoprene gaskets; explosion -proof, dust -ignition -proof, raintight, rated for Class I, Division 1 and 2, Groups C, D. 3. Stainless Steel NEMA 4X 316L stainless steel with gasketed screw down cover. B. HANDHOLES 1. Material and Strength Handholes shall be made from Concrete or Polymer Concrete. The boxes and covers are required to conform to all test provisions of ANSI/SCTE 77 2002 "Specification For Underground Enclosure Integrity" for Tier 15 applications (Design Load Vertical 22,500 lbs. and Lateral 800 lbs/sq. ft.) and to be Listed and Labeled. The boxes must physically accommodate and structurally support compatible covers, which possess the Tier rating. In no assembly can the cover design load exceed the design load of the box. All components in an assembly (box and cover) are to be manufactured by the same manufacturer. All covers are required to have a minimum coefficient of friction of 0.50 in accordance with ASTM C 1028. Independent third party verification or test City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-11 reports stamped by a registered Professional Engineer certifying that all test provisions of this specification have been met are required with each submittal. The cover is to have an identifying function descriptor imprinted on it. The Descriptor shall be ELECTRICAL, CONTROL, SIGNAL, TELEPHONE, STREET LIGHT, or similar approved by the Engineer. Handhole lid assemblies comprised of steel shall have a factory - applied galvanized finish. Exception: Unless the assembly is fabricated from stainless steel. 2. Manufacturers Quazite (Strongwell Corp.) Carson Industries PART 3 APPLICATION 3.1 CONDUIT BODIES This section describes the types of raceways, junction boxes, and device boxes that can used for different circuits and different environments. Reference Section 4.1 for methods and practices required for installation. A. CABLE AND CONDUIT SCHEDULE The Cable and Conduit Schedule shall be considered absolute. No changes to wire sizes, wire count, insulation type, circuit type, or conduit size shall be allowed without approval from the Engineer. The Cable and Conduit Schedule does not indicate conduit type (PVC, EMT, RGS, etc.) since, in many cases, a conduit's type may change between its source and destination. The rules stated in this specification define the necessary and allowed conduit type(s) for various applications and routes. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-12 B. RACEWAY REQUIREMENTS The term "RGS conduits" refers to a type of conduit body and does not imply whether the conduit is PVC -coated or not. Certain applications require RGS conduits with PVC coating, others do not. Reference Section 3.2, "RGS RACEWAY PROTECTIVE COATINGS" for these requirements. 1. Circuit Types and Categories a. Circuit Types Conduits are broken into three general circuit types; 1) Power, 2) Control, and 3) Instrumentation (see Definitions). On the Cable and Conduit Schedule, Power conduits are those starting with the letter "P", Control conduits are those starting with the letter "C", and Instrumentation conduits are those starting with the letter "S". b. Circuit Categories Control and Instrumentation circuits are broken into two categories, those that contain intrinsically safe circuits and those that do not (see Definitions). These types and categories are listed below in Table 3.1.13.1 below. Relationships Between Circuit Categories and Conduit Types Many electrical circuit types do not require special conduit routing considerations. However, Table 3.1.B.1 shows circuit types where the conduit route must be 100 PERCENT CONTINUOUS (reference Definitions). Table 3.1.13.1 Type 100% Continuous? Power No Control No Instrumentation Yes City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-13 2. Conduit Shape Wiring shall be routed in pipe or tubular conduits, NOT in fabricated wireways or gutters. Exception: Unless specifically called out otherwise in the Plans. C. PVC SCHEDULE 40 RACEWAY APPLICATIONS All straight portions of conduits completely concealed in walls, attics, concrete, or below ground (not exposed) shall be PVC Schedule 40. Exceptions: All Instrumentation conduits shall be 100 percent continuous over their entire length. All conduits containing grounding electrode conductors shall be PVC Schedule 80 over their entire length. Where specifically called out otherwise in the Cable and Conduit Schedule. D. PVC SCHEDULE 80 RACEWAY APPLICATIONS All portions of conduits which contain grounding electrode conductors shall be PVC Schedule 80 and shall contain no metal fittings, connectors, or devices. Such conduits containing grounding electrode conductors shall contain no other types of conductors. 2. PVC conduit areas under roads or heavy traffic areas. 3. As stated in the Cable and Conduit Schedule. E. RGS RACEWAY APPLICATIONS All conduits requiring 100 percent continuity per Section 3.1.B.1 shall be RGS over their entire length. For coating requirements, reference Section 3.2. Exception: City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16130-14 LFMC conduit shall be allowed per the ` LFMC Raceway Applications " section herein. 2. Underground factory or bent elbows and offsets greater than or equal to 30 degrees shall be RGS. Exceptions: Where the radius of a conduit bend is greater than or equal to 15 feet per inch of trade size. Raceways used for the containment and protection of bare grounding electrode conductors shall be PVC Schedule 80. Reference PVC Schedule 80 raceway applications. 3. All portions of conduits exposed outdoors shall be RGS. Exception: All conduits containing grounding electrode conductors shall be PVC Schedule 80 over their entire length. 4. All portions of conduits exposed on the inside of below -ground pullboxes, equipment vaults, wet wells, and dry wells (vaults) shall be RGS. Exceptions: All conduits immediately terminating after penetrating a vault wall, that are allowed to be PVC Schedule 40 underground, shall terminate as a PVC conduit bell -end. If the conduit is connected inside the vault to any device, conduit body, junction box, control panel, or any other conduit, then all portions of the conduit inside the vault, through the wall penetration, and 24 inches outside the vault shall be RGS and shall be grounded. • All conduits containing grounding electrode conductors shall be PVC Schedule 80 over their entire length. 5. All portions of conduits penetrating concrete floors, walls, or ceilings shall be RGS. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16130-15 Exception: In below ground vaults as described above. 6. All conduit penetrations from grade shall be RGS. Exception: • All conduits containing grounding electrode conductors shall be PVC Schedule 80 over their entire length. All portions of exposed conduits inside closed buildings shall be RGS. Exceptions: LFMC conduit shall be allowed per the "LFMC Raceway Applications " section herein. All conduits containing grounding electrode conductors shall be PVC Schedule 80 over their entire length. Unless otherwise specifically called out on a separate plan or detail. F. LFMC RACEWAY APPLICATIONS (REFERENCE DEFINITIONS) 1. LFMC conduit shall be used for the last 18 inches of connection to motors, transformers and other vibrating equipment. 2. LFMC conduit shall be used for the last 18 inches of connection to any device that may require minor movement during maintenance or repair or that may require physical adjustment. 3.2 RGS RACEWAY PROTECTIVE COATINGS Protected RGS conduits are used to minimize conduit degradation from moisture and chemicals. Where called in the Plans or Specifications as "Protected RGS," "PVC -Coated RGS," "PVC -Coated," "PVC-RGS," or "PVC-RMC," all such conduits, elbows, and fittings shall be factory coated PVC as defined in Section 2.1. A. PVC -COATED RGS CONDUIT APPLICATIONS City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-16 1. All portions of RGS elbows, bends, straight pipes, couplings, and fittings buried underground shall be PVC -Coated. 2. All portions of RGS elbows, bends, straight pipes, couplings, and fittings encased in concrete shall be PVC -Coated. 3. All portions of RGS elbows, bends, straight pipes, couplings, and fittings exposed outdoors shall be PVC -Coated. 4. All portions of RGS elbows, bends, straight pipes, couplings, and fittings inside underground vaults, pullboxes, wet wells, and dry wells shall be PVC -Coated. 5. All portions of RGS elbows, bends, straight pipes, couplings, and fittings exposed in Chemical Rooms (reference Definitions) shall be PVC -Coated. 6. All portions of RGS conduits penetrating concrete floors and below -ground walls and ceilings shall be PVC -Coated at least 12" into the exposed area and extending at least 24" underground. Exceptions: • Where specifically noted to be otherwise in the Plans. • Non-metallic conduits that terminate at the wall of a pullbox. 3.3 JUNCTION AND DEVICE BOX APPLICATIONS A. JUNCTION BOXES 1. Junction boxes for Instrumentation, Intrinsically Safe, and Non - Linear Power circuits (see Definitions) shall be hinged steel, 6" x 6" x 4" minimum. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-17 2. Wet Areas (see Definitions). a. NEMA 4X 316L stainless steel. Exceptions: Unless called out otherit,ise on the Plans 3.4 HANDHOLE APPLICATIONS A. HANDHOLES Handholes are used as pull and splice points in underground installations and are typically installed in driveways, parking lots, and off -roadway applications subject to occasional non -deliberate heavy vehicular traffic. PART 4 EXECUTION 4.1 EXAMINATION Examine surfaces and spaces to receive raceways, boxes, for compliance with installation tolerances and other conditions affecting performance of raceway installation. Do not proceed with installation until unsatisfactory conditions have been corrected. 4.2 INSTALLATION, GENERAL A. COORDINATION WITH OTHER WORK Wherever practical, route conduit with adjacent ductwork or piping. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot-water pipes or other heat sources operating at temperatures above 100 degrees F. 2. Non -electrical buried piping has routing priority over electrical burials. B. MOUNTING PRACTICES 1. All conduits in process areas shall be surface mounted unless specifically called out otherwise on the Plans. 2. Install raceways, boxes, enclosures, and cabinets as indicated, according to manufacturer's written instructions. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16130-18 3. Where several conduits follow a common route, stagger pull boxes, junction boxes, pulling sleeves, and fittings. C. DEVICE BOX INSTALLATION 1. Coordinate box locations with building surfaces and finishes to avoid bridging wainscots, joints, finish changes, etc. 2. Recess boxes in the wall, floor, and ceiling surfaces in finished areas. Set boxes plumb, level, square and flush with finished building surfaces within 1/16 of an inch for each condition. Set boxes so that box openings in building surfaces are within 1/8 of an inch of edge of material cut-out and fill tight to box with building materials. Back boxes with structural material to prevent rotation on studs or joists. Use gang boxes wherever more than one device is used at one location. 3. Surface mount boxes to building structures with a minimum of 1/4-inch spacing and with a minimum of two fasteners. Provide attachments to withstand an additional force of 100 pounds applied vertically or horizontally. 4. Arrange boxes used in wet areas to drain moisture away from devices or enclosures for equipment and make conduit connections from below. 5. Set floor boxes level and adjust to finished floor surface. D. CONDUIT INSTALLATION Install conduit as a complete and continuous system without wires. Mechanically secure to boxes, fittings, and equipment. Electrically connect conduits to all metal boxes, fittings, and equipment. All field or manufactured ferrous metal threaded connections of conduits and fittings shall be installed with a coating of electrically conductive, corrosion resistant, copper colloidal compound such as "Shamrock Kopr-ShieldTM Compound" or equivalent. 2. Keep conduits clean and dry. Close each exposed end. 3. Properly ground each metallic box, cover, lid, hatch, conduit, etc., in compliance with the National Electrical Code. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16130-19 4. When blowing through conduits, cover electrical components installed in enclosures to avoid blowing dirt, shavings, or moisture into equipment. 5. Install pull wires in empty raceways. Use No. 14 AWG zinc - coated steel, monofilament plastic line, or woven polyester pull line with not less than 200-lb tensile strength. Leave at least 8 inches of slack at each end of the pull wire. 6. Install exposed raceways in lines parallel or perpendicular to the building or structural member's lines except if structure is not level then follow the surface contours as much as practical. Do not crossover or use offsets if they can be avoided by installing the raceway in a different routing. 7. Run parallel or banked conduits together, on common supports where practical. 8. Make bends in parallel or banked runs concentric (common radius point, expanding radius). Use factory elbows only where elbows can be installed concentrically; otherwise, provide field bends for parallel raceways. 9. Select surface raceway outlet boxes to which lighting fixtures are attached of sufficient diameter to provide a seat for the fixture canopy. 10. Provide surface metal raceway outlet box and the backplate and canopy at the feed -in location of each end -stem suspension fluorescent lighting fixture. 11. Labeling With the exception of conduits supplying power to lighting and convenience receptacles, all conduits shall be labeled in the following manner. a. Conduits shall be labeled at each entrance and exit of a raceway, box, and device. Labels shall be placed no more than 3 inches from the relevant entrance or exit and shall be positioned in a manner where they can best be read by technicians and maintenance personnel. Exception: City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-20 Only one label shall be required for conduits less than 6 feet in length where the entire conduit can be seen from a single point. b. The labels used shall be permanent items manufactured specifically for tagging conduits in direct sunlight and wet environments. C. The conduit label shall be the full conduit number as listed on the Cable and Conduit Schedule. d. The conduit label shall be attached near the ends of conduit stub ups through floors and penetrations into vaults even if equipment is set over the conduit. 7P0217B L - Figure 4.2.D.11 Example of a Conduit Label E. RACEWAY TERMINATIONS AND CONNECTIONS Join raceways with fittings designed and approved for the purpose and make joints tight. 2. Make connections waterproof and rustproof by application of a watertight, conductive thread compound. Clean threads of cutting oil before applying thread compound. 3. PVC—RMC Conduits Use only fittings approved for use with that material. Patch all nicks and scrapes in PVC coating after installing conduits. 4. Apply PVC adhesive by brush. Make raceway terminations tight. Use bonding bushings or wedges at connections subject to vibration. Use bonding jumpers where joints cannot be made tight. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16130-21 6. Cut ends of conduit square with hand or power saw or pipe cutter. Ream cut ends to remove burrs and sharp ends. Make conduit threads cut in the field with the same effective length and same thread dimensions and taper as specified for factory -cut threads. 7. Flexible Connections Use maximum of 18 inches of flexible conduit for equipment subject to vibration, noise transmission, removal, or movement; and for all motors. Do not use flexible conduit in place of elbows, offsets, or fittings to attach to fixed equipment. Recessed and semirecessed lighting fixtures may use up to 6 feet of flexible conduit, or 11 feet of premanufactured lighting "whips." Use LFMC in wet or damp locations. Do not strap flexible conduit to structures or other equipment. 8. Provide double locknuts and insulating bushings at conduit connections to boxes and cabinets. Align raceways to enter squarely and install locknuts with dished part against the box. Use grounding type bushings where connecting to concentric or eccentric knockouts. Exception: In wet areas, use Myers hubs. 9. Where raceways are terminated with threaded hubs, screw raceways or fittings tightly into the hub so the end bears against the wire protection shoulder. Where chase nipples are used, align raceways so the coupling is square to the box and tighten the chase nipple so no threads are exposed. 10. Support conduit connections to motors or other equipment independently of the motor or equipment. Raise or drop vertically to the nearest practicable point of connection to the unit. Run vertical drops to the floor and fasten with a floor flange. Unsupported drops are not permitted. Horizontal runs on the floor or on equipment are not permitted. Drop or raise at the appropriate closest location. Run conduit on equipment frames or supports to closely follow the contours of the equipment. Locate conduit to maintain access to all equipment services and adjustment points and so as not to interfere with operation of the equipment. 11. Connect conduit to hubless enclosures, cabinets, and boxes with double locknuts and with insulating type bushings. Use grounding City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16130-22 type bushings where connecting to concentric or eccentric knockouts. Make conduit connections to enclosures at the closest point possible where the devices are located to which the circuits contained in the conduit will connect. Exception: In wet areas, connect to enclosures, boxes, and devices from the bottom side using Myer -type hubs. F. EXPANSION FITTINGS Where conduits cross building expansion joints, use suitable sliding or offsetting expansion fittings. Unless specifically approved for bonding, use a suitable bonding jumper. Exception: For 100 percent continuous conduits, provide an LFMC loop to compensate for expansion. Include conduit outlet boxes for maximum bend compliance. G. RACEWAY SUPPORT Support raceways as specified in Section 16050. 1. Provide anchors, hangers, supports, clamps, etc., to support the raceways from the structures in or on which they are installed. Do not space supports further apart than 10 feet. 2. Provide sufficient clearance to allow conduit to be added to racks, hangers, etc., in the future. 3. Support raceway within 3 feet of every outlet box, junction box, panel, fitting, etc. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-23 4. Support raceway and boxes in an approved manner by: a. Expansion shields in concrete or solid masonry; b. Toggle bolts on hollow masonry units; C. Wood screws on wood; d. Metal screws on metal. Raceway in wet areas shall have clamp backs or other appropriate spacers to hold them a minimum of 1/2 inch off the surface. Horizontal runs on the roof surface shall be blocked at every 5 feet to hold them a minimum of 2 inches above roof surface. H. INSTALLING PVC -COATED RGS CONDUITS Follow the manufacturer's requirements and recommendations when installing PVC -Coated RGS conduits. 2. Seal the connections to protect the conduit. 3. Provide manufacturer's PVC repair compound where the thickness of the conduit coating has been reduced or damaged (from bending, threading, nicking, etc.) I. BENDS AND OFFSETS Bend and offset metal conduit with hickey or power bender, standard elbows, conduit fittings or pull boxes. Bending of PVC shall be by hot box bender and, for PVC 2-inches in diameter and larger, expanding plugs. Make elbows, offsets and bends uniform and symmetrical. Make bends and offsets so ID is not reduced. Keep legs of bends in the same plane and straight legs of offsets parallel, unless otherwise indicated. 4.3 HANDHOLES A. HANDHOLE INSTALLATION Install handholes for underground raceway systems true to line and grade. Provide a compacted foundation of fine sand or 3/8 minus crushed rock for the bearing surface edges of the handholes. The handholes shall be installed per the NEC sections 314, and other applicable sections of the NEC. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-24 B. HANDHOLE CONDUIT INSTALLATION 1. End all conduits with a vertical riser. 2. Conduits NOT identified as 100 percent continuous shall be allowed to extend into the handhole as a PVC conduit. Provide a PVC bell -end in each conduit as shown in Figure 4.5.B.2. Provide a removable filler at the end of each conduit to eliminate the possibility of water entry. HANDHOLE Figure 4.5.B.2 Typical PVC Conduit Terminations in a Handhole 3. Conduits identified as 100 percent continuous shall terminate into the bottom of a TYPE J1, TYPE J2, or TYPE J3 junction box, with Myer -type hubs, in PVC -Coated RGS conduit as shown in Figure 4.5.13.3. The door of the J-Box shall face upwards. HANDHOLE Figure 4.5.B.3 Typical 100 Percent Continuous Conduit Terminations in a Handhole Exception: City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16130-25 • Where a handhole contains only two conduits, and is being used solely as a pulling point, where one conduit is simply an extension of the other, a junction box may be replaced with a PVC -Coated RGS conduit pulling body. C. HANDHOLE GROUNDING l . All handholes with metal conduits or with metal lids shall be grounded. 4.4 INSTALLATION OF CONDUITS UNDERGROUND AND IN CONCRETE A. UNDERGROUND RACEWAYS The minimum conduit depth shall be 24 inches. Exceptions: • Electrical utility conduit depth shall be 36 inches. • Unless required otherwise by utility company. • Unless required to be shallower due to physical constraints (see requirements below). • Unless under a concrete slab (see requirements below). • Conduits contains a grounding electrode conductor shall be 30-inches deep. 2. Conduits that require a buried depth of less than 18 inches shall require a 6-inch-thick concrete covering over that portion of such conduits. Such concrete covers need not be formed but shall be colored red or shall be painted red on top. 3. Conduits under a concrete slab -on -grade shall be separated from the slab and from the supporting soil by at least 3 inches with soft sand on all sides. 4. Provide separation of underground instrumentation conduits from power and control conduits by a minimum of 12 inches. Avoid parallel runs of instrumentation conduits with power and control conduits as much as possible. Where instrumentation conduits are required to crossover power or control conduits, maintain the City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-26 12-inch separation using depth and make the crossover as close to 90 degrees as possible. 5. Run conduits as straight as practicable. Make changes in direction and/or grade of sufficient length to allow a gradual change (3-foot radius minimum). Make slight offsets with 5-degree couplings. 6. Run trenches true and clear of stones or soft spots. Place 4-inches of fine sand in the trench bottom and tamp into place. Provide preformed plastic spacers on top of sand spaced 5-feet on center. After the raceway is placed in the trench, backfill 6 inches with sand, then with native earth backfill passing a No. 8 sieve, free of stones. Do not tamp on top of the conduit until the final backfill is placed. Tamp or water -settle the final backfill to finish the grade. Compact the backfill as specified under Section 02300 "Site Earthwork." 7. Mark direct buried conduit by placing a red marking tape a minimum of 12 inches below grade during backfilling of the trench. Seal conduit connections to eliminate leakage. B. CONCRETE ENCASED RACEWAYS Raceways encased in structural concrete must be defined in detail and presented to the Structural Engineer for approval at least 7 days prior to installation. As a minimum, approval will be based on the assurance that there will be no physical interference and that structural integrity will not be jeopardized. C. CONDUITS IN ELEVATED SLABS See "CONCRETE ENCASED RACEWAYS" above. D. CONDUITS UNDER SLABS ON GRADE 1. No conduits will be encased in slabs less than 8 inches in depth. 2. For slabs -on -grade, all conduits larger than 3/4-inch trade size must be run underground below the slab. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&0 #18599 16130-27 3. All conduits desired to be installed within slabs on grade shall be submitted to the Engineer for approval and design as defined in this Section. E. CONDUIT TRANSITIONS Where raceway exits from grade or concrete, provide the following: All conduits exiting grade or concrete shall be PVC -Coated RGS. Exception: Raceways used for the containment and protection of bare grounding electrode conductors shall be PVC Schedule 80. No portion of these conduits shall be metallic. 2. For equipment to be moved into place at a later date, install a PVC - Coated RGS coupling flush with the floor slab. Insert a threaded flush plug into the coupling. Provide a pull wire looped backed into the conduit that can be reached after removal of the plug. Only the straight portion of conduits shall exit grade or concrete. No curved portion of a factory or field -bent conduit shall be visible existing the penetration, even when covered or hidden by equipment. F. CONDUIT STUB -UPS INTO EQUIPMENT AND ENCLOSURES Where conduits are stubbed up into open bottom equipment and enclosures, extend the bottom of the conduit threads 1/2 inch above grade. Provide ground bushing and end fittings, flush with fitting and 2-inch stub, above the bottom of the enclosure. Stub conduits to a uniform height (plus or minus 1/8 of an inch) and align within plus or minus 1/4 inch. Exception: Conduits that do not meet the requirements of being 100 percent continuous, stubbing up directly under a Motor Control Center that is mounted on a housekeeping pad, shall be allowed to terminate as a PVC conduit with a bell - end. 2. Locate stub -ups directly under the section gutter into which the conductors they contain are to be routed. Terminate conduit with City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16130-28 insulating, grounding type bushing bonded to the ground bus of the equipment. 3. Protect stub -ups from damage where conduits rise through floor slabs. Arrange so curved portion of bends are not visible above the finished slab. 4. Unless otherwise noted on the Plans, spare conduits stubbing up through concrete floors and not adjacent to a wall shall be finished flush with floor with an RGS coupling. Provide an in -set metal plug (male thread) into coupling flush with floor. 5. Unless otherwise noted on the Plans, spare conduits stubbing up through concrete floors or grade, and adjacent to a wall or housekeeping pad shall extend 12 inches above slab/grade. The exterior edge of the conduit shall be a minimum of 1 inch from the wall/pad. 6. All stub -ups shall be provided with pull string. 7. Provide conduit labels on all stub -ups which are not flush mounted. 4.5 PROTECTION Provide final protection and maintain conditions, in a manner acceptable to manufacturer and installer that ensures coatings, and finishes are without damage or deterioration at the time of Substantial Completion. A. Repair damage to galvanized finishes with zinc -rich paint recommended by manufacturer. B. Repair damage to PVC or paint finishes with matching touchup coating recommended by manufacturer. City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&o #18599 16130-29 4.6 CLEANING On completion of installation, including outlet fittings and devices, inspect exposed finish. Remove burrs, dirt, and construction debris and repair damaged fmish, including chips, scratches, and abrasions. 4.7 QUALITY CONTROL A. TESTS Conduits identified as meeting the requirements of 100 percent continuity shall be tested between source and destination as follows: a. Testing shall be performed using a Digital Voltmeter or Biddle ohmmeter. b. Testing values shall not exceed 5 ohms. If testing values exceed 5 ohms, then corrective action shall be taken to reduce the resistance to 5 ohms or below. d. These measurements shall be documented, signed, and submitted to the Engineer for approval. *** END OF SECTION *** City of Kent 125K Reservoir Recoating and Fall Protection Improvement — Rebid G&O #18599 16130-30 Section 6 EXISTING EXTERIOR COATING RCRA 8 METAL TEST REPORT 125K Reservoir Recoating & Fall Protection REBID/Bond A - 2 January 27, 2020 Project Number: W20050/18-3008 August 7, 2019 Randy Cornelious HCI Industrial & Marine Coatings INC. P.O. Box 1573 Brush Prairie, WA 98606 RE: Metals Analysis; NVL Batch # 1916118.00 Dear Mr. Cornelious, a INDUSTRIAL HYGIENE SERVICES LABORATORY « MANAGEMENT • TRAINING Enclosed please find the test results for samples submitted to our laboratory for analysis. Preparation of these samples was conducted following protocol outlined in EPA Method SW 846 -3051 unless stated otherwise. Analysis of these samples was performed using analytical instruments in accordance with U.S. EPA, NIOSH, OSHA and other ASTM methods. For matrix materials submitted as paint, dust wipe, soil or TCLP samples, analysis for the presence of total metals is conducted using published U.S. EPA Methods. Paint and soil results are usually expressed in mg/Kg which is equivalent to parts per million (ppm). Lead (Pb) in paint is usually expressed in mg/Kg (ppm) , Percent (%) or mg/cm2 by area. Dust wipe sample results are usually expressed in ug/wipe and ug/ft2. TCLP samples are reported in mg/L (ppm). For air filter samples, analyses are conducted using NIOSH and OSHA Methods. Results are expressed in ug/filter and ug/m3. Other matrix materials are analyzed accordingly using published methods or specified by client. The reported test results pertain only to items tested and are not blank corrected. For recent regulation updates pertaining to current regulatory levels or permissible exposure levels, please call your local regulatory agencies for more details. This report is considered highly confidential and will not be released without your approval. Samples are archived for two weeks following analysis. Samples that are not retrieved by the client are discarded after two weeks. Thank you for using our laboratory services. if you need further assistance please feel free to call us at 206-547-0100 or 1-888-NVLLABS. Nick Ly, Technical Director Enc.: Sample results LAB tii1881 'aAuroraAvenueNorth Seattle,! a 0 i page 1 of 5 Analysis Report �§ Total Metals HVL Client: HCI Industrial & Marine Coatings INC. Batch #: 1916118.00 Address: P.O. Box 1573 Matrix: Paint Brush Prairie, WA 98606 Method: EPA 3051/6010D/7471 B Client Project #: EO W19015 Attention: Mr. Randy Cornelious Date Received: 7/30/2019 Project Location: 23900 98th Ave S 125 K Ele. Res. Kent, WA Samples Received: 6 Samples Analyzed: 6 Sample RL Results in Results in Lab ID Client Sample # Elements wt (g) mg / kg mg / kg ppm 19087694 Top of Bowl Silver (Ag) 0.1898 21.0 < 21.0 < 21.0 Arsenic (As) 0.1898 21.0 < 21.0 < 21.0 Barium (Ba) 0.1898 21.0 4900.0 4900.0 Cadmium (Cd) 0.1898 21.0 < 21.0 < 21.0 Chromium (Cr) 0.1898 21.0 520.0 520.0 Mercury (Hg) 0.1898 1.1 < 1.1 < 1.1 Lead (Pb) 0.1898 21.0 64000.0 64000.0 Selenium (Se) 0.1898 21.0 < 21.0 < 21.0 19087695 Top Side Shell Silver (Ag) 0.2040 20.0 < 20.0 < 20.0 Arsenic (As) 0.2040 20.0 < 20.0 < 20.0 Barium (Ba) 0.2040 20.0 5300.0 5300.0 Cadmium (Cd) 0.2040 20.0 < 20.0 < 20.0 Chromium (Cr) 0.2040 20.0 390.0 390.0 Mercury (Hg) 0.2040 1.0 < 1.0 < 1.0 Lead (Pb) 0.2040 20.0 140000.0 140000.0 Selenium (Se) 0.2040 20.0 < 20.0 < 20.0 19087696 Cat Walk Silver (Ag) 0.1843 22.0 < 22.0 < 22.0 Arsenic (As) 0.1843 22.0 < 22.0 < 22.0 Barium (Ba) 0.1843 22.0 5200.0 5200.0 Cadmium (Cd) 0.1843 22.0 < 22.0 < 22.0 Chromium (Cr) 0.1843 22.0 330.0 330.0 Mercury (Hg) 0.1843 1.1 < 1.1 < 1.1 Lead (Pb) 0.1843 22.0 87000.0 87000.0 Selenium (Se) 0.1843 22.0 < 22.0 < 22.0 Sampled by: Client Analyzed by: Shalini Patel Date Analyzed: 08/05/2019 Reviewed by: Nick Lv Date Issued: 08/07/2019 Nick Ly, Technical Director mg/ kg = Milligrams per kilogram RL = Reporting Limit ppm = Parts per million <' = Below the reporting Limit Note : Method QC results are acceptable unless stated otherwise. Unless otherwise indicated, the condition of all samples was acceptable at time of receipt. ICP-G2 Bench Run No: 2019-0802-01 page 2 of 5 Analysis Report Total Metals Client: HCI Industrial & Marine Coatings INC. Address: P.O. Box 1573 Brush Prairie, WA 98606 Attention: Mr. Randy Cornelious Project Location: 23900 98th Ave S 125 K Ele. Res. Kent, WA NVL Batch #: 1916118.00 Matrix: Paint Method: EPA 3051/6010D/7471B Client Project #: EO W19015 Date Received: 7/30/2019 Samples Received: 6 Samples Analyzed: 6 Sample RL Results in Results in Lab ID Client Sample # Elements wt (g) mg / kg mg / kg ppm 19087697 Bottom Bowl Silver (Ag) 0.1801 22.0 < 22.0 < 22.0 Arsenic (As) 0.1801 22.0 < 22.0 < 22.0 Barium (Ba) 0.1801 22.0 5900.0 5900.0 Cadmium (Cd) 0.1801 22.0 < 22.0 < 22.0 Chromium (Cr) 0.1801 22.0 290.0 290.0 Mercury (Hg) 0.1801 1.1 < 1.1 < 1.1 Lead (Pb) 0.1801 22.0 89000.0 89000.0 Selenium (Se) 0.1801 22.0 < 22.0 < 22.0 19087698 Top of Legs Silver (Ag) 0.1826 22.0 < 22.0 < 22.0 Arsenic (As) 0.1826 22.0 < 22.0 < 22.0 Barium (Ba) 0.1826 22.0 5400.0 5400.0 Cadmium (Cd) 0.1826 22.0 < 22.0 < 22.0 Chromium (Cr) 0.1826 22.0 660.0 660.0 Mercury (Hg) 0.1826 1.1 < 1.1 < 1.1 Lead (Pb) 0.1826 22.0 62000.0 62000.0 Selenium (Se) 0.1826 22.0 < 22.0 < 22.0 19087699 Bottom of Legs Silver (Ag) 0.1895 21.0 < 21.0 < 21.0 Arsenic (As) 0.1895 21.0 < 21.0 < 21.0 Barium (Ba) 0.1895 21.0 5500.0 5500.0 Cadmium (Cd) 0.1895 21.0 < 21.0 < 21.0 Chromium (Cr) 0.1895 21.0 480.0 480.0 Mercury (Hg) 0.1895 1.1 < 1.1 < 1.1 Lead (Pb) 0.1895 21.0 52000.0 52000.0 Selenium (Se) 0.1895 21.0 < 21.0 < 21.0 Sampled by: Client Analyzed by: Shalini Patel Date Analyzed: 08/05/2019 Reviewed by: Nick Ly Date Issued: 08/07/2019 Nick Ly, Technical Director mg/ kg = Milligrams per kilogram RL = Reporting Limit ppm = Parts per million <' = Below the reporting Limit Note : Method QC results are acceptable unless stated otherwise. Unless otherwise indicated, the condition of all samples was acceptable at time of receipt. ICP-G2 Bench Run No: 2019-0802-01 page 3 of 5 Project Name/Number: EQW19015 Project Location: 23900.98th Ave 125_K Ele._Res-Kent, WA Subcategory Inductively Coupled P__lasma_(ICP)- Item Code ICP-G2 -_ - EPA 601017_.471_a-(RCRA_$.)_<paint> Total Number of Samples _ 6 ...... Lab ID Sample ID Description Rush Samples A/R 1 19087694 Top of Bowl A 2 19087695 Top Side Shell A 3 19087696 Cat Walk A 4 19087697 Bottom Bowl A 5 19087698 Top of Legs A 6 �19087699 Bottom of Legs A mint Name uompany vale i irne Sampled by Client Relinquished by UPS Office Use Only Print Name Signature Company Date Time Received by Emily Schubert NVL 7/30/19 1010 Analyzed by Shalini Patel NVL 8/5/19 Results Called by ❑ Faxed ❑ Emailed I Special Instructions: Date: 7/30/2019 Time: 5:06 PM Entered By: Kelly AuVu page 4 of 5 i� ism To-31*- wf$a,l-ir 1916118 Turn Around Time < ❑ 2 Hour U 4 Hours U 24 Hours L A B S U 2 Days U 3 Days O 4 Days L�` /��(�/^� t t c �/ CHAIN OF CUSTODY >0Days U6-10Days INDUSTRIAL H Y G I E N E Please call for TAT less than 24 Hours SERVICES Laboratory I Management I Training -- Company HC1 industrial & Marine Coatings, Inc. Project Manager r Address Vancouver, W0. 9W61 Cell__.a�o� Btiu(ri ,1AA�1 Email. Phone d`� Fax -22 Project Name/Number , * ia,y Project Location c tal Metals 0 TCLP U FAA (ppm U Air Filter 0 Paint Chips (%) CI Soil 0 ICP (PPM ❑ Paint Chips (cm) ❑ Dust Wipes U GFAA (ppb) ❑ Drinking Water ❑ Waste Water ❑ CVAA (ppb) U Other RCRA ari t ` itr irrtt S)Pler rs f� LYI rcury ead alum �m(rm RCRA 11 0 Copper U Zinc 0 Other Reporting Instructions U Call t } _ ❑ Fax Total Number of Samples 51 MINI iw ir,. rs, f Sampled by Relinquish by Office Use Only Received by )P3 Section 7 The following best available record drawings are provided for information only. 125K Reservoir Recoating & Fall Protection REBID/Bond A - 3 January 27, 2020 Project Number: W20050/18-3008 cG (3.a ,-o/,9 '1,i 'IEEL P]PE e ott RFL1vl st-H . EAST HILL v CITY OF KENT WATER DISTRICTrao,ooo dlr- ELEVATEo gtEEL ratx - ?LOT Pt^ltr ELEVAT|Oi, A OETA|LS HILL & INGMAN SilNTE. WASHINGTONcoNsullNo ENotNtEtS Q tt.Jrtti--DArutr', i LR.tpde d Nil.R ME IDl lEO UPil lponl 26 14W Ot lAill5tfC - [acv t8at6 Ii ,1 uu, o*ro {")': $ -- - Eiltf CuCeer ieEltlo 4tiltl,',f "6uaLllug (ec.e 442De(Itl $q U?PF}! 'A'4CI/| Gr'EL irL 1',i 4 +zc-z,oe tiz<*at/ 2.-,ELZ-a&e-vstt ri -i(rur, oru t: toAt %hrD l,', IrlE I aa*a c*^"t rt j otoi &t t. 4 \ ,i 's\ rt lil I I Prr-( il F AIIv,/I ',"ylt:,-,ti' 't?t d ['t q u ts { Fo' i A p L.A N., ' l'r ,_: ! :i f,i t '[,l I ) ), ,r, \Lt.c I .DAfi;*'.A rt p.espxe umnpr" EtaqtEt/toNht t1\r.1 t tt ?:" ,1tLEl t10)o i" Contrac/-lF, Eleyated .fe!/ Tsr.\ i > Conl.acloa - Plhbuat' Dee l': . ,'lee/ (b 500 A.it 5t. Seor/!, tld>a/3 (.r4lo 7E 3: / 4€D/rar..' Z, -..,.L.. t laeral /ao'-' l-t>:- . ?;::',"7#::'.;,,,, "...",I.l 'i ,-A 2-s-Butr" Pttru;If tl-o EEINF "'C F:]- ER F E I N F. COfiCAETE FOO|INA L LL_Ei44,f_/ a_U_-- -za-sv-zz_--5 E,c r !-Q--!:1,4J. zrtrLE--/2)J:O: wvJal/-A l*-..,,,., l^*ruu." t--l'.*2 vte?.?4...A 1",-q tr. lM-aq:t-.,4 /,/ *.treta......lhaq l, | *, l,/ / E.ru,1 U fi N z EXISTING TANK WALKWAY tttz" 6 pple so L4t3\l/z o WT 5x22.5 NEW LADDER 8 PLATFORM(SEE SHEET 2 OFs FOR DETAILS ) oz F (ts(,HORIZONTAL LEG B TO FIT FLUSH B A SECTION A-A REMOVE EXISTING ANTENNA A BRACKETS. DELIVER TO CITY AS DIRECTED 2'- O" x 2'- o" GRATING OPENING 6 PLAN EXISTING TANK SUPPORT GRATING INSTALL NEW LANDING( SEE DETAILS, THIS SHEET )45" N rtz".d STANDARD (MrN.) \WEIGHT PIPE 4" d STANOARD WEIGHT PIPE (2 TOTAL-ONE OT,I EACH SIDE OF EXISTING LADDER GEI1ERAL I1OTES: / / / l / / FIELO CUT TO FIT FLUSH WITH CURVATURE OF EXISTING TANK SUPPORT IAL AI{D STEEL t I I I I I "11 / / l / / - --=SERRATED GRATING SECTION B-B i!5",'ili'#ifih'il5EL,?df$, " o'* f f f;,iiL ^n{ jf i,i fi 0fr $' oln" t",i['t'?3 iil'E#lEflilfgfttltHEc'nFoR'\r To THE ! jI1 f,ft i,ri;fi, tFlB'J,t, h,", J,t5 \ \ I TOP OF GRATING TO 8E LEVELAND FLUSH WITH LEDGE OF 5 x 22.5 WALKWAY \ s ll ll ri L4\3xl/2 5 INCHES MINIMUM ALL SEPR AfiD SHOIiN A \l1 t COPE HORIZONTAL LEG TO FIT FLUSH Itt sEcTroN c - c I / / l I I / / \\I i I ELEVATION THE IYPE AIiD COLOR OF PAINT FOR ALL lqRK_q[q}lN qN THESE pLAtis SHALL BEAs SPECIFIED BY THE cITY OF KENi: u0 o UJ trJooz LJoz Lrlu (9z Foiu t! o rlJ(r EXISTING ANGLES LADOER LOCK DEVICE(SIEBE NORTON, INC. LADDER GATE @ )LEGENO: EXISTING NEW STRUCTURE ,// cUL ai,J ?Hra A WELD TO NEW POST ( TYP) 1l IrF /JJ-) r<39u =o I -{)\,J--{ au ttr 6___-_-__-) L4x3xl/z wtrH 4" LEG VERTICALL L 4 \3xl/2 TYP THIS DRAWING HAS BEEN REDUCED APPROXIMATELY HALF SCALE ELEVATION EXISTING WATER TANK FRONT VIEW LADDER LOCK DETAILNEW LANDING 2' I 7 min/ rr|| ro 5 o"s,sne6 R K M' llrwtny K PC cnecreoo, BTK' LOTL J, AEED UFISENGINEERSI Engineering and Environmental Consultants Seattle, Washington CITY OF KEI{T 125,OOO GALLON TANK STRUCTURAL ADDITIONS, UT|L|TY BUILD|NG su,tLr NONE 3-20-86 TANK ELEVATION, PLATFORM DETAILS 6x.6xV4 GRATING SPAN Dr> W6x25 tvz" g PIPE BRAC|NG APPROXIMATE ORENTATION OF PLATFORM IYELDED TO TOP RAILING ( 2 TOTAL) GRATING TYP. F t_ oF UJtto lrj =oJg (! -9 192 (DtF ulE. foa o1Foi u.ttL COPE LEG TO ANGLE BETWEEN LADDER Jr TYP SERRATED GRATING L6x6x3/4 COPE HORIZONTAL LEG OF ANGLE TO FIT FLUSH I z-o'rDL>/'W6r25(COPE TOP FLANGE A WEB TO FIT FLUSH WITH L6r6r3/4 5 INCHES MINIMUM to'-TO FIT EXISTING SOUARE TUBING ) PLAN SECTION D.D WELD ON BRACKETS BY THE C ANTENNA AS PROVIDEO ITY SERRATED GRATING ( LEVEL ) tlzz".d srnruoanD wEtcHT P|PE, SHOP WELO AS MUCH AS POSSIELE ( TYP ALL RAILING ) COPE VERTICAL LEG OF ANGLE EETWEEN LAODER welo r la" ,6 sTANDARD wETGHT prpE TO VERTICAL PIPES 8 WELD LADOER SIDE BARS TO IT lz2" ,6 srar'toaRo prpr TOP OF WATER TANK f} 'TOP OF LADDER SAFETY DEVICE o LAooER SAFETv DEvtcE ( Rrc- 2ooo naru [naruox @] ANODIZED ALUMINUM }FIELD CUT TUBINGS TO LEVEL PLATFORM EXrsTlNc 6" r.D. SOUARE TUEING(TYP) 6" At vEnlcAL sEcTtoNs SE7 7UA'N6 COMPLETELY INTO INSERTS AND SHIM WITH APPROPRIATE SIZE STEEL PLATE TO MAKE TUBING TRUE VERTICAL @ cut t3Aa" g HoLE turo LADDER SIOE EARS AND SHOP WELD 3uq" t Rut'tc to 3/+".g LADogR nuruc AT r'-o" o.c. 2"x 3/gq BAR NEW LAODER L6xGt3/4 TS5x5rl/2"SIDE EARS BEFORE i o -to EOTTOM OF LADDER DEVICE SECTION F-F EXISTING TANK WALKWAY (o THIS DRAWING HAS BEEN REDUCED APPROXIMATELY HALF SCALE TANK z"r 3/g" BnR(EA. SIOE OF LADDER) PLATFORM END VIEWPLATE DATE BY tu$sn"d . R. (,M. oa*noy..K.PC cnecreo oy .B' T K Rq Eng. J. ABED apero"aooy hA Ders 3-20-86 IJFISENGilNEEFIS Engineering and Environmental Consullants Seattle, Washington CITY OF KEI{T 125,OOO GALLON TANK STRUCTURAL ADDITIONS, UTILITY BUILDING SH' tI 5nEVlstoN SCALE NONE LADDER DETAILS 2 GENERAT STRUCIURAT NOTES (The followlng apply unl.ss shown othorwioe on the pllnsl ! NEYi PTATFORM & SAFETY UPGRAOTS. RTFER TO O$/C.S s4, s5, s6 IAODER SAFTTY UPGRAOES. RIFTR IO DllJG'S 54, 55, 56 CRIIERiA 1, AtI MA]ERIALS. WORKMANSHIP. ANO CONSIRUCNON SHATL CONFORM ]O IHI DRAWINGS, SPECIFICA]IONS, AND THT uNlFoRM BUILoTNG CoDE (UEC, 1994 E0rrr0r1). 2, lHI SEISMIC UPGRADE OESIGN AND ANALYSIS IS EASEO ON THT CRITERIA STT FORIH IN FTMA-z7J, TNII1UD,NEHRP CUIDETTNES FOR IHE SEISMIC REHAEILITATION OF BUILDINGS,, ThE INTENI OF THE RETROFII IS TO uPcRADt TlrE SEISI/IC PERFoRMANCE T0 AN IMMEDIATE 0CCUPANCY/LIFE SAFETY rEVtL 0F PERFoRMANCE AS OEFINED IN ITMA-27J. i. DESICN LOAD1NG CRITERIA IHRIT-OIMENSIONAI DYNAIIiIC MOOAL ANALYSIS PROCEDURE l/AS USED. THT LOAOING l{AS BASED ON THREI SETS OF RECOROEO OR SIMULAIEO_RECOROED NMT HISTORIES. ALL RTCOROS HAVT EETN SCAUD IO GIVE A MEAN PGA = 0.J259 (PER USCS IIAPS, 475 YEARS ffruRN PERI0D, PGA FOR THt CITY 0F KENT IS ESIIMATTD TO Bt 0.J259). IllE THRTE SEIS 0F RECoR0S, ttHICH I0GIIHER REPRISENT IHE EE5I SCENARIO TARiHQUAKES IN IHE PUCTT SOUNO AREA, ARt MADI UP OF TYIO WADAIN-BENIOFF EARIHOUAKES llHICH OCCURED IN THE PUCET SOUND AREA AND ONE LARGT M8 SUBDUCTION EVENI FROM CHIIE. RESPONSE PARAI,IETERS |liERT CAICUIA]ED FOR EACH TIllE HISTORY, IHT l,tAXIMU[,l RTSPONSE OF iHE PARAMIIER OF INTERISI WAS USED FOR DTSICN, 4, 5TRUCIURAL DRAWINCS SHATL BT USID IN CONJUNCTION WIIH ORIOINAL CONSTRUC1ION ORAWINGS TOR EIODINO AND CONSTRUCTION, CONTRACTOR SHAtt VERITY OIMENSIONS AND COIIOITIONS FOR COMPATIBIUTY AND SHALL NOIITY ONNER'S REPRISENTATIVT OF ANY DISCREPANCIES PRIOR IO CONSTRUCTION, (! colrrnocron sHArL vERlFy.AlltxtsIrNc DrMENsrors, llEttBER srzgs, ANo coNDITIoNs pRIoR To coMMENcrNcV ANY I'IORK. AU DIMENSIONS OF EXIS1INC CONSTRUCTION SHO$/}l ON IIII ORAIIINGS ARE INTTNOED AS GUIDTLINES ONLY AND MUST BE VTRIFIIO. ALL ltORK SHOIIII IS NEW, UNLTSS NOIED (E). 6, CONTRACTOR SHATL PROVIDE TTI.IPORARY ERACING FOR IHE S1RUCTURE ANO STRUCTURAT COMPONENTS AS NTCISSARY TO ASSURE STAEIUTY UNTIL AIL FINAI CONNTCTIONS HAVE BETN COMPTTBD IN ACCORDANCI 'TITHIHE PLANS. 7. CON'IRACTOR SHALT BT RESPONSIBTE FOR AtL SAFTTY PRECAUTIONS ANO IHE ME]HOOS, IECHNIQUE' STOUENCES OR PROCTOURTS RtOUIfiTD IO PERFORM HIS SIORK. 'IHI STRUC]URAL TNCINEIR HAS NO OVTRALL SUPERVISORY AUIHORITY OR AC1UAL AND/OR DIRECT RTSPONSIBILITY FOfi THI sPICIFIC YiORKINC CONOIIIONS AT IHE SITT AN0/0R FoR ANY HAZARDS RESULTINC FRoli rHE ACTtotlS 0F ANy IRACE CoNTRACToR. THt STRUCIJRAT ENOINETR HAS NO DUry TO INSPECT, SUPERVISE, NOTE, CORRICI OR REPORI ANY HEAtlH OR SAFIry OITICIENCIES OF JHt OIIIIER, CONIRACTORS, OR OTHER INTITIES OR PTRSONS AI IHt PROJECI SITE, E. CON]RACIOR_INITIAIED CHANGTS SHAL]. BT SUEMITTEO IN IIRITING TO IHE OIVI,IER'S REPRESENTATIVT ANO STRUCTURAT TNGINEER FOR APPROVAL PRIOR IO FABRICAIION OR CONSIRUCIION. CHANGES SHOW'] ON SHOP DRAWINCS ONLY I1ILL NOT SATISFY IHIS REQUIREMENI 9. ORAWNGS INDICATE CINERAL ANO TYPICAL DETAILS OF CONSTRUCTION. I4HIRI CONOINONS ARE NOT SPECIFICALIY INDICATTD 8UT ARE 0F SIMILAR CHARACTER T0 0EIAI|S SHoltril, SIMILAR oETAILS 0F CONSTRUCIION SHALL BE USED, SUBJIC1 IO REVIEI/ AND APPROVAL 8Y lHE SIRUCTURAL ENGINETR. ]0, ALL STRUCTURAL SYSIEMS IIHICH ARE TO BE COMPOSIO OF COMPONTNTS TO ff TIELO ERTCTTO SHAI.I BE SUPERVISIO 8Y THE SUPPLIIR DURINC MANUFACruRING, DELIVTRY, HANOLING, SIORACT AND ERECT]ON IN ACCOROANCT WIIH INSTRUCTIONS PRTPAREO BY 'I}IE SUPPLIER, 11. SHOP DfiAIYINGS FOR STRUCTURAL S]ITL SHALL BE SUEI/IIITO IO IHE OI{!ERs RTPRTSINIATIVT AND 5IRUCTURAL INGINEER FOR RTVIEIY PRIOR TO FABRICATION OF THESE ITIMS. 12, SH0P ORAIIING RtVlElVr OIMENSI0NS ANO QUANTITITS ARE NOT RtvlEllE0 BY THE ENGINEER 0F RECORO, THEREFORE llUST 8T VERIFIEO BY IHE CONIRACIOR. CONIRACTOR SHAIL REVIEI,Y AND STAMP ORAMNGS PRIOR TO RTVIEIV BY ENGINTTR OF RECORD. CONTRACTOR SIIAI-L RIVIEI{ ORAWINOS FOR CONFORMANCE TiI'IH THE MEANs, METHODS, TECHNIQUTS, STQUINCIS ANO OPERATIONS OF CONSIRUCNON, ANO ALL SAFETY PRTCAUIIONS AND PROGRAMS INCIDENIAL THERETO. SHOP ORAV,INO SUBMITTALS PROCESSEO BY THI ENGINEER ART NOT CHANGE ORDIRS. IF OIVIATIONS, DISCREPANCITS, OR CONFI.ICIS EETWEEN SHOP DRAIIINC SUBMINALS ANO IHE CONTRACT DOCUMENIS ARI OISCOVERED EIIHER PRIOR TO OR AFTER SHOP DRAWING SUEMIIIALS ARE PROCESSED BY IHE TNGINITR HT DESIGN ORAMNCS AND SPICIFICAIIONS SHATI CONTROL AND SHATL 8E FOTLO\IED, lJ. INSPECTION: STRUCTURAL STEEL FABRICATIoN AND ERECIION (INCLUDING FlEt0 I|ELDING AND H|QH-STRINGTH FIELD EOLIING), EXPANSION EOITS ANO THRTAOID EXPANSION INSERTS, ANO IPOXY GROUIED INSTAI-LATIONS SHAU 8E SUPIRVISEO IN ACCOROANCE WIIH SECIION 1701 OF THT UNIFOR|.i BUITOING COOI AND THE PRO,ICT SPECIFICATIONS BY A QUAIIFIID TTSNNC ACTNCY DESIONATEO BY ]IE O\II!I[R'S REPRESTNIATIVI, ]HE SIRUCTURAL ENCINEER SHATL BE FURNISHED I{ITH COPIES OF AtL INSPICIION REPORTS AND IEST RESULIS. RENOVATION 14. 0[M0LITI0N: C0NTRACToR SHALT VERIFY ALL EXISTINC C0NDIfl0NS BEF0RE C0MMENCING ANY 0EM0LITION. SHORINC SHALL BE INSIALLEO TO SUPPORT EXISTING CONSTRUCTION AS REQUIREO ANO IN A MANNER SUITABTE TO lHE lYOfiK SEQUTNCES. SIEEL 16. STRUCTURAL 5TEEL OTSICN- FAERICATION. ANO ERECIION SI]ALI 8E EASTO ON THE TAIEST EDITIONS OF ]HT A.I.s,C. SPECIFICAIIONS AND CODES, UNLESS SPTCIFICALLY SUPERSEDEO BY PROVISIONS IN FEMA,27J GUIDELINTS: A. SPECIFICAIION FOR SIRUCTURAL STEEL EUILDINCS-LRFO, B. COOE OF SIANDARD PRACTICI TOR STTIL BUITOINCS ANO BRIDOES, AMINOED BY THI DIIETION OF IHE F0tt0l{lNG SINTINCE lN PARAGRAPH 4.2.1: 'IHIS APPR0VAL CONSTIIUIES IHt 0',V!ER'S ACCEPTANCE 0F AtL RTSPONSIBILIry FOR THE DESIGN ADEOUACY OF ANY DETAIT CONFICURATIOI] OF CONNECTIONS DTVELOPID 8Y IHE FAERICAIOR AS PART OF HIS PRTPARAIION OF IHISE SHOP ORAWINOS," C, SPECIFICAT]ON FbR STRUC1URAL JOINTS USING ASru AJ25 OR A49O BOITS. 17. STRUCN'RAL STTTT SHAtt CONFORM TO THE FOI.LOMNG REQUIREMINTS: TYPT OF MTMBER ASTM SPECIFICATION Fy A, PLATIS, SHAPES, ANGIIS, ANO RODS (UNO) AJ6 J6 KSI 8. CONNECTION BOLTS AJ25-SC 18. Att A-J25 CONNICTION BOLTS SHALL 8T INSTALIIO AND TICHITNEO IO THE SLIP.CRITICAL CONOITION IN COMPTIANCE |'IIIH THT SPTCIFICATION FOR STRUCTURAL JOINTS USING ASTil AJ25 OR A49O 8OITS, 19. ALL I|ELDINC SIIAII BE IN CONFORIIANCE WIIH AI,S,C, AND A.I{.5. SIANDARDS ANO SHALL BT PTRFORMED BY llr.A.8.0. ctRTlFlE0 |/ELDERS USING t70 XX ELECIRoDIS. oNLy PREQUAUFITD WET.DS (AS OIFINE0 8Y A.$/.S.) SHALL Bt USEo. tyEt0tNG 0F CRADT 60 RilNFoRCING EARS (tF REOUIRE0) SHArr BE P[RF0RME0 USING LOIV HYDROGTN TTICTIOOES, 20. ALL SBTL SHALL 8E PAINIEO. PAINT SHALL CONFORM TO THI REQUIREMENTS OF THF SPTCIFICAI]ONS. FRICNON DAMPER 2I, REFER TO SPECIFICATION FOR OESICN, MANUTACTURED, PERFOR$ANCI AND TTSTINC REOUIREMENIS OF FRICIION DAMPTRS USEO FOR SEISUIC RETROFIT, THT SEISMIC RETROFIT SYSTEM INCORPORATIS THE USE OF FRICIION ENERGY DISSIPAIINC OAMPERS IN THE SIRUCTURAL OISICN, 22. FIICIION DAMPTR MANUFACIURER SHALL PROVIDE ALL CONNTCTIONS SHOP ORAII]NGS AND CALCUTANONS TO STRUC]URAL ENCINEER FOR REVIEW PRIOR TO FAERICAIION OF IHESE ITEMS, LADDERS ANt) PTATFORMS 23. IAODTRS. SIAIRS, PTATFORMS ANO RAITINGS SHALT COMPLY IllIIH ]HE RTOUIR€MENIS OF THI TIASHINGTON AOMINISTRA11VE CODE CHAPER 296_2{, WAC PART J*I ANO IHE LAIEST RTQUIREMTNIS OF THE OCCUPAIIONAL SAFTTY AND HEATTH A0MtNIslRATroN (oSHA) pARrS 1910 ANo 1926. 24, FALL PROTICIION SHAI-L 8E PROVIOTO AS SHOIII.I ON lHE DRAWINGS AND DESCRISIO IN THE SPECIFICATIONS. l{.P lv.P 15. WoRK SEQUENCT: DEM0ilTI0N 0r EXISIING MEIIBTRS AND INSIALLAII0N 0F NEw MEMBERS SHALL Bt PERFoRMED ONE SIOE AI A IIME. 'IHE GENERAL SEQUENCE FOR EACH SIDE wItL BE; REM0W ALL DIAG0NAI BRACES AND GUS$T PLATES. INS]AIL NIrl OUSSIT PLATES, ERACING |.|TMSERS ANO OAMPIRS. REPIAI SIQUTNCT FOR TACH SIOI. MID HEIGHT SPIOER ERACES SHOULD BE REPTACEO LAST.EXISTING TANK EAE RSP 14ll 4th Avenue Building, Suite 500 Seattle, Washingtor 98101 Phone 206.6?4.866?, ['ax ?06.624.8268 An EQE International Company 8aL, Pno.Ect' KENT |25,OOO GAL. 98TH AVE. ETEVATED TANK SIISMIC AND SAFEIY UPGRADES StiEET NOTE8, AY P.M. 188UE8, JHW, JCD P.E.8n NAWN gY,ssN g0eE DATE' JOg rl('.r50900.2r AEET TITE. GENERAL NOIES 8IGET NO s-l OF 6 oESCnPTlof,DATE REVIS|ONS, These drawinos have been neduce'd 50% EOE RSP 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.868?, Fax ?06.624.8?68 An EQI lnternational Company SEAL' PfiO,ECT. KENI |25,OOO GAL. 98TH AVE. ELEVATED TANK STISMIC AND SAFETY UPGRADES *EET rcTEA, MIDHEIGHI PLAN RISER(E) (E) CoLU$N (nP.) 2 \_ta (rYP.) FOUNDATION PtAN (r) coLuuH FOUNOAIION 3 (E) RrsrR FOUNDATION \ \@\\a\\'a \\da \YE \ \C6xll STRUT FRICNON DAMPER WP NOIES 1. CONTRACTOR SHATL VTRIFY tilSIINC DI|jENSIONS AND BRACING LOCATIONS, REPORI OISCRTPAIICIES TO SIRUCTURAI ENCINEER PRIOR TO COMMENCING ANY lvORK, 2. REMOVE EXISI]NG OIAOONAI- CROSS ROD BRACTS, HORIZONTAL STRUTS, HORIZONTAL SPIDER ERACES AND CONNECTING OUSSTI PLAITS, 3, INSTALT NTl{ CUSSET PIAIES, NTI{ BRACES, NTl{ S]RUIS, NEY{ SPIOER BRACES, AND FRICIION DAMPERS. I TYP|CAt ETEVAUON D€gelPnil DAE REVt8lOHa, EY ta8uE& P'}t JHlv, JCD PC.BV DAAWT EY. soALE DAIET JOB llo.150900,21 9|CET tllLE PLANS, ELEVAIION 8t-Et f,o. s-2 2 OP 6: These drawinos have been nedrrceE 5oolo _t_t- I l I w.P. (E) lANK CUSSET P (r) srrFFENrR p 5/ts GUS$I P T0 c0tuilN EOCE PARALLEL TO BRACE ,? (E) 26'o CoLUMN EDCE PERPENOICULAR IO BRACT rh'o A325 Borls (2) c6x1J BRACE COLU[,lN I oo o o o 1t/1', AJZ' BftTS (TYP.) (2) C6xli (rYP.) +Lf * OAMPER DETAIL AND IESTING PIR OAIJPER llANUFACN'RER SPICIilCAIIONS 1t12" = 1'-0' 2 TYPT SIIP LOAO (Kipt DIMENSIONS QIY. |lAX. txll{. (inch) 0 b c d F0.r 40 115/8"1 -25/s"t'-11/l'1'-10Y1 4 2.J9 FD.2 40 Its/a"1'-25/s'1'- 1 4'4 2.54 COLUMN (r) 26"6 CoLUMN (2) C6n3 BRACE s- 1,. GUSSET T 14" x 6'-4" LO'iG I" STIFTENER P BT\IN, CHANNET 0 J'-0"0c (IYP.) (PER DrrArL lolsJ) (2) c6x1J sTRUr 11h"6 (rYP. A325 BOLIS u.o.N.) (2) c6xlJ ERACT 3 0 i COLUMN 174"0 A325 Bolrs (2) c6xrJ BRACE (E) 26'0 CoLUMN 1" 1,' CUSSET P cusstT P T0 cotuuN BASE P s/ts (r) sHrAR 8ARS 4 W.P \ \ I \ 1t/1'6 AJ2S EoLr 0YP.) (t) 26"6 CoLUMN C6x1J STRUI tla'o A325 BoLT (IYP.)1' CUSSET P (rrP.) C6x13 SFI0ER BRACE i/sJ stM. C6x13 STRUT 5 (t) i'o RrsrR lY1'o (ilP.) AJ25 8OLI5 1" P 10'x9' OYP.) (2) c6x13 SP1DER BRACE (rYP.) 6 BRACE COLUMN1" cussEr p l0 cotuMil 1" GUSSET P 111"0 Ai25 B0LIS (r) ANCHoR BoLi rrr"o A325 B0LT C6xlJ BRACE (r) coruMN (2) c6x1J sTRUr (E) 26"0 CoLUMN 1" GUS$I t I, GUSSET P (E) SHEAR 8AR BELOW (E) EASE r 7 8 p l COLUMN 1" SNFFENER P BTVIII. CHANNELS @ J'-0'oc (TYP. FOR AI.L DIACONAT BRACTS, HORIZ. STRUTS, SPTOER ERACE GUSSEI P 8tY0N0 (Nor sH0r$l FOR CLARIIY)BRAcES)2" SECIION dJS$T P sho T0 ccruMN th"d AJ25 BoLTS (2) C6xli (2) c6x1J STRUT n SIDE VIIW OT STIFFINIF PIATE I' I'P l0'x9" CHANNET IO STIFIIIIR E sEc'!!g! 9 il L,n rl I (E) 26'0 C0TUMN l1/2'=t'-0" lO 12 EOE RSP 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone ?06.624.868?, Fax ?06.6?4,8?68 An 0QE International Company A€AL, 3ffi1 to. KENI |25,OOO GAL. 98TH AVE. ELEVATED TANK SEISMIC AND 3AFETY UPGRADES DEIAITS $€Er NOIE8, BY r88UEE JHW, JCD PE,8n oRAWN 8Y,SSN8crE 3/4' = t'*0' u.o.N,o^ft' t /13/98sgxo.t50s00.21 SIEET TITLE PI s-3 3 OF 6 0EgcFrPnor DAIE FEVlotOt€, These drawinos have been....r,,..X Eno/- EOE RSP NEI{ SIAIRS (.\ I ROOF24'0(E) RAILING ERACE (5 / (t) vENr 0 ToP 0F TANK FALL PROITCI1ON CABIE FROM NEyl PLAIFORM TO VENT AT TOP OF TANK - [. FALI PROTECNON CABIE BALCONY PI.ATFORM AtL AROUND ANTINA I,OUNTED VENT CAP (E) TANK rEcs rYP (4) PLACTS VENT ANO CAP (E) RrvoLVrNG TADDER ro BE RrMovEo lHIS CONIRACT REMOVE TXISTING REVOLVINC TAODER a TANK a,--)I I (E) f{'r AEOVE SPRIN6 tINT SPRING LiNE l6'-0716'(E) RAILiNC TANK OUISIDE RADIUS 2'-sl" (t) 7ro"P 5/s5 HORIZONTAL FALL PROTTCUSI CABLE SYSTEM EXTTNO AtL AROUND ENSflNG BALCONY PIA1TORM AND PROVIOT FOR OETACHUENT AT VERNCAL LAOER TO NEW UPPER PLAT'LORM rOP OF (E) PLATFORM EOCE OF IANK (r) TAD0ER r0 oRoUND v Nrw VERTICAL FALL PROIECIION CABLE SYSIEM EXTEND FUTL HEIGHI OF EXISIING TADDER NIlli LADOTR %w rAls4 FALL CABLE NEIV PLATTORM ROOF STAIR & PLATFORM PIAN INO OF PLATFORM IA sEciloN Isc^tE l/4' . t'.o'SCALE l/4' . ILO' PLAN NOTIS: CONTRACIOR TO MAKE FIELD MEASUREMENTS TO VTRIFY TANK LINEAL ANO RADIAL OIMENSIONS. DO NOT FABRICATE SIETL UNTIT OII.IEIiSIONS HA!€ BTEN V€RIFIEO BY CONIRACIOR. LEGENO (E) ExrsilNc I + -T + 1411 4th Avenue Builditrg, Suite 500 Seattle, Washington 98101 Phone ?06.634.8687, I'ax 206.6?4.8268 An EqE International Company 8EA!, SlcET t{o. '?r*, |25,OOO GAL. 98TH AVE. ETEVATED TANK STISMIC AND SAFETY UPGRADES PIAN VIEW, SECTION 8l€ET ilOrE8, l8alEa, P.E. CJB oR^|YN BY' JPo aoIE JoE flo. 150900.22 8l€E tfirl, BY P,l,l, s-4 4 OF 6 0€8cnFfloN DAE FEYtElOl{A, These drawinos have been redrrceE 50Zo EAE RSP 1411 4th Avenue Buildiag, Suile 500 Seattle, trashiogton 98l0l Phone 206.6?4.868?, Fax 206,624,8268 An [qE ]nternaiional Company EE I. '?,*, I25,OOO GAL. 98TH AVE. ELEVATED TANK sEtsttilc AND SAFEIY UPGRAOES SfiEET TOTE6' BY ORAWN BY. JPDffip^tE, 7 /1J/98 NB xo.150S00.22 8}:E' TITI,T. t88UEA CJB P.if, PE. ELEVATIONS, DETAILS gt€Et No. s-5 5 OF 6 s have been 1Oa/o 2,.6, TIP AI SIAIR REFER 6/56 (E) TAN( r0CE 1 /-sl" I ?N} SID[ ETIVATION SCALE: J/4" = l'-0' 1'-6'FA L REFTR roP 0F (E) PLATF0RII = 1'-0' ENDS 4/ss LINI 8/s6 4/s5 2 SCALE: TYP OUARD RAII- J/S5 CURVED C8x, REFER 5/S5 SAFEIY CHAIN EYE BOLIS EA rr0P v / PLATF0RM + N01E: S0ME LINES 0MITTED FOR CTARITY, 2'-6" Y{i4" CoNI KICK t BEARING P 76i4i4" rYP TYP AT PLATFORM AND TOP OF TANX 2t' 3AI)re Jlo Ita ? JA SECTION JA 3GUARD RA]L DTTAIL ct-tAR L 21/2x2t/2\t/4 L 3x21/2xy1 6 TANK SHII.L OR TOP OF GRATINC L21/2x2t/zxt/l REFER ro l/S2 rOR LOCATION fQ ROOF IOP VTNT RAITING L ABOVT ?", NoT SH0lll'l FoR CLARITY \56 $ NEIV STAIRS 76' SAFETY PIAIIoRIJ PTATE V RAISED LUC PATTERN SEt J/S6 & 9/56(i PrEcrs) EXISIING AN]TNA I/OUN]EO ON TANK (viRIFY LocAlloN) h4 (E) HAICH f 11.15' HAICH oq \ I (E) 24'o RooF HArcHEs AT SURFACE OF IANK ORAIN HOLTS 1.0 LOCATE AS SHO$/].I (J REO,D)4/s6 SPUCT PLATFORU PLAIE 3'-lO 1tr6' H0RIZ PR0JECn0N (flEto vERtFY 9'-178' FRoil [ HArcH ro SPRING LINE ALONO ARC ON OUTSIDE SURFACI OF TANK SHErL (Fttr0 VERTFY) OVER IN]TRMEOIATT CHANNETS TWO PLACES t: A RAN P P EOCE OF TANK 8EI.O!1 CUARD RAIL THRTE SIDIS 5 SCATE: J/4'= 1'-0' FALL PROIECT1ON CABLE p I'tnr uc6 VERI MC6 0F PTA1ToRM StE J/Ss ir 7' SAFETY CHAIN, SEE 2/S5 I c I 7o"xz lz' slor Rllr-s 7si2 f2" SI0t RAILs (E) TANK SHEI-L SPRING I.INE ts\2 72' BENT P 7iJ' = -iIXISTING flAILINO STAIR DETA]L SCALE: J/4" = 1'-0' TYP IVERY RUNC la PLATFORM 4 PLATFORM OECK T OF PLAIIORM FALL PROTECIION CABLE MOUNTED IO LADDER RAIL IIETD TAOOER RAIL TO 6UARO RAIL t 4x3xfi\ 6" L0NG (LCV) llEto 10 0EcK P & LAOOER RAIL EA SIOI ,s'xs' SENT e 7'xJ' V/ YI WLD ALL AROUNO TO C6 & LAODER RAILS MC6 CHANNEL BEYOI,ID REFER J/S6 & 8/56 '4'O RUNO EXTIND ,1, INTO SIDE RAITS & SIAL s/ 7s" PLUG IYTLD ON OUTSIOE 01lrtR lttN ALIGN TOP TADDER RUNO IN LINE Y TOP E6mpnil OATE REV|groH, These drawing redr rned Section 8 SAMPLE PROJECT SIGN 125K Reservoir Recoating & Fall Protection REBID/Bond A - 4 January 27, 2020 Project Number: W20050/18-3008 171 (1) m LL � �L O � 0 = (1) c CL 001, E ",E 0 Lci a� N r 0 10 ftk LA Section 9 CLARIFICATIONS PROVIDED DURING PREVIOUS BID 1. Clarification Regarding Power Availability: Information regarding power availability can be found in section 9970-1.1 A of the Technical Specifications. 2. Clarification Regarding Riser Pipe: Best available information related to the design of the existing riser pipe can be found in Appendix 3. 3. Clarification Regarding Noise During Construction: Information related to noise during construction can be found in section 9970-6 1.5 H of the Technical Specifications. 125K Reservoir Recoating & Fall Protection REBID/Bond A - 5 January 27, 2020 Project Number: W20050/18-3008 Section 10 PREVAILING WAGE RATES 125K Reservoir Recoating & Fall Protection REBID/Bond A - 6 January 27, 2020 Project Number: W20050/18-3008 I uyl. 1 VI 1\/ State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 02/11/2020 County Trade Job Classification Wa a Holiday Overtime Note *Risk Class King Asbestos Abatement Workers Journey Level $50.86 5D 1 H View King Boilermakers Journey Level $69.04 5N 1C View King Brick Mason Journey Level $58.82 5A 1M View King Brick Mason Pointer -Caulker -Cleaner $58.82 5A 1M View a'King Building Service Employees Janitor $25.58 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $26.03 5S 2F View King Building Service Employees Window Cleaner (Non -Scaffold) $29.33 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View King Cabinet Makers {En Shop) Journey Level $22.741 1 View King Carpenters Acoustical Worker $62.44 7A 4C View King Carpenters Carpenter $62.44 7A 4C View King Carpenters Carpenters on Stationary Tools $62.57 7A 4C View King Carpenters Creosoted Material $62.54 7A 4C View King Carpenters Floor Finisher $62.441 7A 4C View King Carpenters Floor Layer $62.44 7A 4C View King Carpenters Scaffold Erector $62.44 7A 4C View King Cement Masons Application of all Composition Mastic $62.97 7A 4U View King Cement Masons Application of all Epoxy Material $62.471 7A 4U View King Cement Masons Application of all Plastic Material $62.97 7A 4U View King Cement Masons Application of Sealing Compound $62.47 7A 4U View King Cement Masons Application of Underlayment $62.97 7A 41J View ' King Cement Masons Building General $62.47 7A 41J View King Cement Masons Composition or Kalman Floors $62.971 7A 41J View King Cement Masons Concrete Paving $62.47 7A 41J View King Cement Masons Curb Et Gutter Machine $62.97 7A 41J View King Cement Masons Curb Et Gutter, Sidewalks $62.47 7A 4U View King Cement Masons Curing Concrete $62.47 7A 4U View King Cement Masons Finish Colored Concrete $62.971 7A 41J View King Cement Masons Floor Grinding $62.97 7A 4U View King Cement Masons Floor Grinding/Polisher $62.47 7A 4U View King Cement Masons Green Concrete Saw, self- powered $62.97 7A 41J View King Cement Masons Grouting of all Plates1 $62.471 7A 41J View King Cement Masons Grouting of all Tilt -up Panels 1 $62.47 7A 41J View I U -j %_ 'L. %J a _L %J King Cement Masons Gunite Nozzteman $62.97 7A 4U View King Cement Masons Hand Powered Grinder $62.97 7A 4U View King Cement Masons Journey Level $62.47 7A 4U View King Cement Masons Patching Concrete $62.47 7A 4U View King Cement Masons Pneumatic Power Tools $62.97 7A 4U View King Cement Masons Power Chipping Et Brushing $62.97 7A 4U View King Cement Masons Sand Blasting Architectural Finish $62.97 7A 41J View King Cement Masons Screed Et Rodding Machine $62.97 7A 4U View King Cement Masons Spackling or Skim Coat Concrete $62.47 7A 41J View ,King Cement Masons Troweling Machine Operator $62.97 7A 4U View ,King I Cement Masons Troweling Machine Operator on Colored Stabs $62.97 7A 4U View King Cement Masons Tunnel Workers $62.971 7A 4U View ,King Divers Et Tenders Bell/Vehicle or Submersible Operator (Not Under Pressure) $116.20 7A 4C View King Divers Et Tenders Dive Supervisor/ Master $79.23 7A 4C View King Divers Ft Tenders Diver $116.20 7A 4C 8V View ,King Divers Et Tenders Diver On Standby $74.23 7A 4C View King Divers Et Tenders Diver Tender $67.31 7A 4C View King Divers Et Tenders Manifold Operator $67.31 7A 4C View ''King Divers Et Tenders Manifold Operator Mixed Gas $72.31, 7A 4C View King Divers Et Tenders Remote Operated Vehicle Operator/Technician $67.31 7A 4C View King Divers Et Tenders Remote Operated Vehicle Tender $62.69 7A 4C View I King Dredge Workers Assistant Engineer $56.44 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F View King Dredge Workers Boatmen $56.44 5D 3F View King Dredge Workers Engineer Welder $57.511 5D 3F View King Dredge Workers Leverman, Hydraulic $58.67 5D 3F -View King Dredge Workers Mates $56.44 5D 3F View 'I King Dredge Workers Oiler $56.00 5D 3F View i. 'King Drywall Applicator Journey Level $62.44, 5D 1 H View lKing Drywall Tapers Journey Level $62.94 5P 1E View sKing Electrical Fixture Maintenance Journey Level $30.59 5L 1E View Workers King Electricians - Inside Cable Splicer $83.17 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $89.34 7C 4E View King Electricians - Inside Certified Welder $80.361 7C 4E View King Electricians - Inside Certified Welder (tunnel) $86.25 7C 4E View King Electricians - Inside Construction Stock Person $41.48 7C 4E View King Electricians - Inside Journey Level $77.55 7C 4E View King Electricians - Inside Journey Level (tunnel) $83.17 7C 4E View King Electricians - Motor Shop Journey Level $45.081 5A 1B View King Electricians - Powertine Construction Cable Splicer $79.60 5A 4D View King Electricians - Powertine Construction Certified Line Welder $72.98 5A 4D View King Electricians - Powertine .Construction Groundperson $47.94 5A 4D View King Electricians - Powertine Construction Heavy Line Equipment Operator $72.98 5A 4D View King Journey Level Lineperson $72.98 5A 4D View, I U NJ %_ j VI L %J Electricians - Powerline Construction King Electricians - Powerline Construction Line Equipment Operator $62.06 5A 4D View lKing Electricians - Powerline Construction Meter Installer $47.94 5A 4D 8W View King Electricians - Powerline Construction Pole Sprayer $72.98 5A 4D View King Electricians - Powerline Construction Powderperson $54.55 5A 4D View King Electronic Technicians Journey Level $51.07 7E 1 E View King Elevator Constructors Mechanic c $94.22 7D 4A View King Elevator Constructors Mechanic In Charge $101.731 7D 4A View King Fabricated Precast Concrete All Classifications - In -Factory Work Only $18.25 5B 1 R View Products King Fence Erectors Fence Erector $43.11 7A 4V 8Y View King Fence Erectors Fence Laborer $43.11 7A 4V 8Y View King E_tagp ,ers Journey Level $43.111 7A 4V 8Y View King Glaziers Journey Level $66.51 7L ly View King Heat Et Frost Insulators And Journeyman $76.61 5_1 4H View Asbestos Workers King Heating Equipment Mechanics Journey Level $85.88 7F 1 E View King Hod Carriers Et Mason Tenders Journey Level $52.441 7A 4V 8Y Vie King Industrial Power Vacuum Cleaner Journey Level $13.50 1 View King Inland Boatmen Boat Operator $61.41 5B 1 K View King Inland Boatmen Cook $56.48 5B 1 K View King Inland Boatmen Deckhand $57.48 5B 1K View King Inland Boatmen Deckhand Engineer $58.81 5B 1K View King Inland Boatmen Launch Operator $58.89 5B 1K View King Inland Boatmen Mate $57.31 5B 1K View King Inspection / Cleaning/ Seating Of Cleaner Operator, Foamer Operator $31.49 1 View Sewer Et Water Systems By Remote Control King Inspection /Cleaning ,/Seating Of Grout Truck Operator $13.50 1 View 3 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 View Sewer Et Water Systems By Remote Control King Inspection /Cleaninp ,/Seating Of Technician $19.33 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Seating Of Tv Truck Operator $20.45 1 View Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $62.441 7A 4C View King Ironworkers Journeyman $72.181 7N 10 View King Laborers Air, Gas Or Electric Vibrating Screed $50.86 7A 4V 8Y View i King Laborers Airtrac Drill Operator $52.44 7A 4V 8Y View King Laborers Ballast Regular Machine $50.86 7A 4V LY Vie King Laborers Batch Weighman $43.111 7A 4V 8Y View King Laborers Brick Pavers $50.86 7A 4V 8Y View King ILaborers 1Brush I I Cutter $50.86 7A I 4V 8Y I View I LA %j %- -r %a I L %a King Laborers Brush Hog Feeder $50.861 7A 4V 8Y 1 View King Laborers Burner $50.86 7A 4V 8Y View King Laborers Caisson Worker $52.44 7A 4V 8Y View King Laborers Carpenter Tender $50.86 7A 4V 8Y View King Laborers Cement Dumper -paving $51.80 7A 4V 8Y View King Laborers Cement Finisher Tender $50.86 7A 4V 8Y View King Laborers Change House Or Dry Shack $50.86 7A 4V 8Y View King Laborers Chipping Gun (30 Lbs. And Over) $51.80 7A 4V 8Y View King Laborers Chipping Gun (Under 30 Lbs.) $50.86 7A 4V 8Y View King Laborers Choker Setter $50.86 7A 4V 8Y View King Laborers Chuck Tender $50.86 7A 4V 8Y View King Laborers Clary Power Spreader $51.801 7A 4V 8Y View KingLaborers Clean-up Laborer $50.86 7A 4V 8Y View King Laborers Concrete Dumper/Chute Operator $51.80 7A 4V 8Y View King Laborers Concrete Form Stripper $50.86 7A 4V 8Y View King Laborers Concrete Placement Crew $51.801 7A 4V 8Y View King Laborers Concrete Saw Operator/Core Driller $51.80 7A 4V 8Y View King Laborers Crusher Feeder $43.11 7A 4V 8Y View King Laborers Curing Laborer $50.86 7A 4V 8Y View King Laborers Demolition: Wrecking Et Moving (Incl. Charred Material) $50.86 7A 4V 8Y View King Laborers Ditch Digger $50.86 7A 4V 8Y View King Laborers Diver $52.441 7A 4V 8Y View. King Laborers Drill Operator (Hydraulic, Diamond) $51.80 7A 4V 8Y View King Laborers Dry Stack Watts $50.86 7A 4V 8Y View King Laborers Dump Person $50.86 7A 4V 8Y View King Laborers Epoxy Technician $50.86 7A 4V 8Y View King Laborers Erosion Control Worker $50.86 7A 4V 8Y View King Laborers Fatter Et Bucker Chain Saw $51.80 7A 4V 8Y View King Laborers Fine Graders $50.86 7A 4V 8Y Vie King Laborers Firewatch $43.11 7A 4V 8Y View King Laborers Form Setter $50.86 7A 4V 8Y View King Laborers Gabian Basket Builders $50.86 7A 4V 8Y View King Laborers General Laborer $50.86 7A 4V 8Y View King Laborers Grade Checker Et Transit Person $52.44 7A 4V 8Y View King Laborers Grinders $50.86 7A 4V 8Y View King Laborers Grout Machine Tender $50.86 7A 4V 8Y View King Laborers Groutmen (Pressure) Including Post Tension Beams $51.80 7A 4V 8Y View King Laborers Guardrail Erector $50.861 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level A) $52.44 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level B) $51.80 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level C) $50.86 7A 4V 8Y View King Laborers High Scaler $52.44 7A 4V 8Y View King Laborers Jackhammer $51.80 7A 4V 8Y View King Laborers Laserbeam Operator $51.80 7A 4V 8Y View i uy%. ✓ vi -.v King Laborers Maintenance Person $50.86 7A 4V 8Y View 'King Laborers Manhole Builder-Mudman $51.80 7A 4V 8Y View King Laborers Material Yard Person $50.86 7A 4V 8Y View King Laborers Motorman -Dinky Locomotive $51.80 7A 4V 8Y View ; '..King Laborers Nozzleman (Concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Blaster, Vacuum Blaster) $51.80 7A 4V 8Y View King Laborers Pavement Breaker $51.801 7A 4V 8Y View King Laborers Pilot Car $43.11 7A 4V 8Y View °. King Laborers Pipe Layer Lead $52.44 7A 4V 8Y View ; King Laborers Pipe Layer/Tailor $51.80 7A 4V 8Y View i King Laborers Pipe Pot Tender $51.80 7A 4V 8Y View King Laborers Pipe Reliner $51.801 7A 4V 8Y View King Laborers Pipe Wrapper $51.80 7A 4V 8Y View King Laborers Pot Tender $50.86 7A 4V 8Y View King Laborers Powderman $52.44 7A 4V 8Y View King Laborers Powderman's Helper $50.86 7A 4V 8Y View I' King Laborers Power Jacks $51.80 7A 4V 8Y View King Laborers Railroad Spike Puller - Power $51.80 7A 4V 8Y View King Laborers Raker - Asphalt $52.44 7A 4V 8Y View King Laborers Re-timberman $52.44 7A 4V 8Y View p King Laborers Remote Equipment Operator $51.801 7A 4V 8Y View King Laborers Rigger/Signal Person $51.80 7A 4V 8Y View King Laborers Rip Rap Person $50.86 7A 4V 8Y View King Laborers Rivet Buster $51.80 7A 4V 8Y View King Laborers Rodder $51.80 7A 4V 8Y View King Laborers Scaffold Erector $50.861 7A 4V 8Y View King Laborers Scale Person $50.86 7A 4V 8Y View King Laborers Sloper (Over 20") $51.80 7A 4V 8Y View King Laborers Sloper Sprayer $50.86 7A 4V 8Y View f King Laborers Spreader (Concrete) $51.80 7A 4V 8Y View King Laborers Stake Hopper $50.861 7A 4V 8Y View King Laborers Stock Piler $50.86 7A 4V 8Y View King Laborers Swinging Stage/Boatswain Chair $43.11 7A 4V 8Y View King Laborers Tamper Et Similar Electric, Air Et Gas Operated Tools $51.80 7A 4V 8Y View '. King Laborers Tamper (Multiple Et Self- propelled) $51.80 7A 4V 8Y View King Laborers Timber Person - Sewer (Lagger, Shorer Et Cribber) $51.80 7A 4V 8Y View King Laborers Toolroom Person (at Jobsite) $50.86 7A 4V 8Y View King Laborers Topper $50.86 7A 4V 8Y View King Laborers Track Laborer $50.86 7A 4V 8Y View King Laborers Track Liner (Power) $51.80 7A 4V 8Y View King Laborers Traffic Control Laborer $46.101 7A 4V 9C View King Laborers Traffic Control Supervisor $46.10 7A 4V 9C View ::King Laborers Truck Spotter $50.86 7A 4V 8Y View King Laborers Tugger Operator $51.80 7A 4V 8Y View Xing Laborers Tunnel Work Compressed Air Worker 0-30 psi $120.61 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 30.01-44.00 psi $125.64 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 44.01-54.00 psi $129.32 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 54.01-60.00 psi $135.02 7A 4V 9B View t King Laborers Tunnel Work -Compressed Air Worker 60.01-64.00 psi $137.14 7A 4V 9B View v King Laborers Tunnel Work -Compressed Air Worker 64.01-68.00 psi $142.24 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 68.01-70.00 psi $144.14 7A 4V 9B View King i Laborers Tunnel Work -Compressed Air Worker 70.01-72.00 psi $146.14 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 72.01-74.00 psi $148.14 7A 4V 9B View 'King i Laborers Tunnel Work-Guage and Lock Tender $52.54 7A 4V 8Y View = King Laborers Tunnel Work -Miner $52.54 7A 4V 8Y View King Laborers Vibrator $51.80 7A 4V 8Y View King Laborers Vinyl Seamer $50.86 7A 4V 8Y View King Laborers Watchman $39.18 7A 4V 8Y View King Laborers Welder $51.80 7A 4V 8Y View King Laborers Well Point Laborer $51.80 7A 4V 8Y View King Laborers Window Washer/Cleaner $39.18 7A 4V 8Y View King Laborers - Underground Sewer Et General Laborer Et Topman $50.86 7A - 4V - 8Y - View Water King Laborers - Underground Sewer Et Pipe Layer $51.80 7A 4V 8Y View Water King Landscape Construction Landscape Construction/Landscaping Or Planting Laborers $39.18 7A 4V 8Y View King Landscape Construction Landscape Operator $68.02 7A 3K 8X View e King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $62.44 5D 1 H View King Marble Setters Journey Level $58.82 5A 1M View King Metal Fabrication (In Shop) Fitter $15.86 1 View King Metal Fabrication (In Shop) Laborer $13.50 1 View '. King Metal Fabrication (In Shop) Machine Operator $13.50 1 View King Metal Fabrication (In Shop) Painter $13.50 1 View ri King Metal Fabrication (In Shop) Welder $15.481 1 View YKing Millwright Journey Level $63.94 7A 4C View `King Modular Buildings Cabinet Assembly $13.50 1 View King Modular Buildings Electrician $13.50 1 View e King Modular Buildings Equipment Maintenance $13.50 1 View King Modular Buildings Plumber $13.501 1 View King Modular Buildings Production Worker $13.50 1 View r King Modular Buildings Tool Maintenance $13.50 1 View ',King Modular Buildings Utility Person $13.50 1 View King Modular Buildings Welder $13.50 1 View King Painters Journey Level $43.40 6Z 2B View I U Ij %- / V I -L W jKing I Pile Driver ICrew Tender 1 $67.311 ZA 4C View 'King Pile Driver Crew Tender/Technician $67.31 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 0-30.00 PSI $77.93 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 30.01 - 44.00 PSI $82.93 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 44.01 - 54.00 PSI $86.93 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 54.01 - 60.00 PSI $91.93 7A 4C View I King Pile Driver Hyperbaric Worker - Compressed Air Worker 60.01 - 64.00 PSI $94.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 64.01 - 68.00 PSI $99.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 68.01 - 70.00 PSI $101.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 70.01 - 72.00 PSI $103.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 72.01 74.00 PSI $105.43 7A 4C View King Pile Driver Journey Level $62.69 7A 4C View ,,King Plasterers Journey Level $59.42 1 R View 'King Playground Et Park Equipment Journey Level $13.50 1. View Installers King Plumbers Et Ejp.efitters Journey Level $87.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $69.16 7A 3K m View King Power Equipment Operators Assistant Engineer $65.05, 7A 3K 8X View King Power Equipment Operators Barrier Machine (zipper) $68.55 7A 3K 8X View King Power Equipment Operators Batch Plant Operator: concrete $68.55 7A 3K 8X View 'King Power Equipment Operators Bobcat $65.05 7A 3K 8X View King Power Equipment Operators Brokk - Remote Demolition Equipment $65.05 7A 3K 8X View King Power Equipment Operators Brooms $65.05 7A 3K 8X View King Power Equipment Operators Bump Cutter $68.55 7A 3K 8X View King Power Equipment Operators Cableways $69.16 7A 3K 8x View King Power Equipment Operators Chipper $68.55 7A 3K 8X View King Power Equipment Operators Compressor $65.051 7A 3K 8X View King Power Equipment Operators Concrete Finish Machine - Laser Screed $65.05 7A 3K 8X View King Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $68.02 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $69.16 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $68.55 7A 3K 8X View King Power Equipment Operators Conveyors $68.02 7A 3K 8X View King Power Equipment Operators Cranes friction: 200 tons and over $71.26 7A 3K 8X View King Power Equipment Operators Cranes: 100 tons through 199 tons, or 150' of boom (including jib with attachments) $69.85 7A 3K 8X View King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $68.55 7A 3K 8X View I C.lyl. V VI 1V King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $70.57 7A 3K 8X View King Power Equipment Operators Cranes: 300 tons and over or 300' of boom including jib with attachments $71.26 7A 3K 8X View King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $69.16 7A 3K 8X View King Power Equipment Operators Cranes: A -frame - 10 Tons And Under $65.05 7A 3K 8X View King Power Equipment Operators Cranes: Friction cranes through 199 tons $70.57 7A 3K 8X View a King Power Equipment Operators Cranes: through 19 tons with attachments, A -frame over 10 tons $68.02 7A 3K 8X View King Power Equipment Operators Crusher $68.55 7A 3K 8X View King Power Equipment Operators Deck Engineer/Deck Winches (power) $68.55 7A 3K 8X View i King Power Equipment Operators Derricks, On Building Work $69.16 7A 3K 8X View King Power Equipment Operators Dozers D-9 Et Under $68.021 7A 3K 8X View 'King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $68.02 7A 3K 8X View 'King Power Equipment Operators Drilling Machine $69.85 7A 3K 8X View °'King Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $65.05 7A 3K 8X View King Power Equipment Operators Finishing Machine, Bidwell And Gamaco Et Similar Equipment $68.55 7A 3K 8X View King Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $68.02 7A 3K 8X View v. King Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $65.05 7A 3K 8X View King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $68.55 7A 3K 8X View King Power Equipment Operators Gradechecker/Stakeman $65.05 7A 3K 8X View King Power Equipment Operators Guardrail Punch $68.55 7A 3K 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $69.16 7A 3K 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $68.55 7A 3K 8X View King Power Equipment Operators Horizontal/Directional Drill Locator $68.02 7A 3K 8X View King Power Equipment Operators Horizontal/Directional Drill Operator $68.55 7A 3K 8X View ;King Power Equipment Operators Hydratifts/Boom Trucks Over 10 Tons $68.02 7A 3K 8X View King Power Equipment Operators Hydratifts/Boom Trucks, 10 Tons And Under $65.05 7A 3K 8X View IKing Power Equipment Operators Loader, Overhead 8 Yards. Et Over $69.85 7A 3K 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $69.16 7A 3K 8X View , King Power Equipment Operators Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View ' King Power Equipment Operators Loaders, Plant Feed $68.55 7A 3K 8X View '; I U lj %_ _., %J I L .j Xing Power Equipment Operators Loaders: Elevating Type Belt $68.021 7A 3K 8X View ,King Power Equipment Operators Locomotives, All $68.55 7A 3K 8X View King Power Equipment Operators Material Transfer Device $68.55 7A 3K 8X View King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $69.85 7A 3K 8X View King Power Equipment Operators Motor Patrol Graders $69.161 7A 3K 8X View King Power Equipment Operators Mucking Machine, Mote, Tunnel Drill, Boring, Road Header And/or Shield $69.16 7A 3K 8X View King Power Equipment Operators Oil Distributors, Blower Distribution Et Mulch Seeding Operator $65.05 7A 3K 8X View King Power Equipment Operators Outside Hoists (Elevators And Mantifts), Air Tuggers, Strato $68.02 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $68.55 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $69.85 7A 3K 8X View I King Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $69.16 7A 3K 8X View King Power Equipment Operators Pavement Breaker $65.05 7A 3K 8X View King Power Equipment Operators Pile Driver (other Than Crane Mount) $68.55 7A 3K 8X View King Power Equipment Operators Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View King Power Equipment Operators Posthole Digger, Mechanical $65.05 7A 3K 8X View King Power Equipment Operators Power Plant $65.05 7A 3K 8X View King Power Equipment Operators Pumps - Water $65.05 7A 3K 8X King Power Equipment Operators Quad 9, Hd 41, D10 And Over $69.16 7A 3K _,-View 8X View King Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $65.05 7A 3K 8X View King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $69.16 7A 3K 8X View King Power Equipment Operators Rigger and Bettman $65.05 7A 3K 8X View King Power Equipment Operators Rigger/Signal Person, Bettman (Certified) $68.02 7A 3K 8X View King Power Equipment Operators Rottagon $69.16 7A 3K 8X View King Power Equipment Operators Roller, Other Than Plant Mix $65.05 7A 3K 8X View King Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $68.02 7A 3K 8X Vie King Power EquipmenL _Operators Roto-mill, Roto-grinder $68.55 7A 3K LX View "King Power Equipment Operators Saws - Concrete $68.02 7A 3K 8X View King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $68.55 7A 3K 8X View King Power Equipment Operators Scrapers - Concrete it Carry All $68.021 7A 3K 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $69.16 7A 3K 8X View King Power Equipment Operators Service Engineers - Equipment $68.021 7A 3K 8X View King Power Equipment Operators Shotcrete / G unite Equipment $65.05 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $68.02 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $69.16 7A 3K 8X View King Power Equipment Operators $68.551 ZA 3K LX View I U y 1_ l lJ V I .L V Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $69.85 7A 3K 8X View "King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $70.57 7A 3K 8X View ) King Power Equipment Operators Slipform Pavers $69.16 7A 3K 8X View King Power Equipment Operators Spreader, Topsider Et Screedman $69.16 7A 3K 8X View ;King Power Equipment Operators Subgrader Trimmer $68.55 7A 3K 8X View King Power Equipment Operators Tower Bucket Elevators $68.02 7A 3K 8X View a King Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $69.85 7A 3K 8X View =. King Power Equipment Operators Tower Crane: over 175' through 250' in height, base to boom $70.57 7A 3K 8X View ~. King Power Equipment Operators Tower Cranes: over 250' in height from base to boom $71.26 7A 3K 8X View King Power Equipment Operators Transporters, All Track Or Truck Type $69.16 7A 3K 8X View King Power Equipment Operators Trenching Machines $68.02 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $68.55 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/Driver Under 100 Tons $68.02 7A 3K 8X View s King Power Equipment Operators Truck Mount Portable Conveyor $68.55 7A 3K 8X View King Power Equipment Operators Welder $69.16 7A 3K 8X View King Power Equipment Operators Wheel Tractors, Farmatl Type $65.05 7A 3K 8X View King Power Equipment Operators Yo Yo Pay Dozer $68.55 7A 3K 8X View King Power Equipment Operators- Asphalt Plant Operators $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $68.55 7A 3K 8X View. Underground Sewer Et Water ,King Power Equipment Operators- Batch Plant Operator, Concrete $68.55 7A 3K 8X View Underground Sewer Et Water ;King Power Equipment Operators- Bobcat $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition Equipment $65.05 7A 3K 8X View . Underground Sewer £t Water King Power Equipment Operators- Brooms $65.05 7A 3K 8X View. ( Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $68.55 7A 3K 8X View Underground Sewer £L Water King Power Equipment Operators- Cableways $69.16 7A 3K 8X View a Underground Sewer Et Water King Power Equipment Operators- Chipper $68.55 7A 3K 8X View ' Underground Sewer a Water King Power Equipment Operators- Compressor $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - Laser Screed $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $68.02 7A 3K 8X View Underground Sewer Et Water ( 1_..__ I/r_ . --- - - n-•I --_I. _1 _/_ ..._. _1_-1 - -- I Uy%_ _L.L WI _LW King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Over 42 M $69.16 7A I 3K IX View Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Conveyors $68.02 7A 3K 8X View Underground Sewer Ft Water King Power Equipment Operators- Cranes friction: 200 tons and over $71.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes: 100 tons through 199 tons, or 150' of boom (including jib with attachments) $69.85 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $70.57 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes: 300 tons and over or 300' of boom including jib with attachments $71.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, Under 150'Of Boom (including Jib With Attachments) $69.16 7A 3K 8X Vie Underground Sewer Et Water King Power Equipment Operators- Cranes: A -frame - 10 Tons And Under $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes: Friction cranes through 199 tons $70.57 7A 3K 8X View Underground Sewer a Water King Power Equipment Operators- Cranes: through 19 tons with attachments, A -frame over 10 tons $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Crusher $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Deck Engineer/Deck Winches (power) $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer Et Water Derricks, On Building Work $69.16 7A 3K 8X View King Power Equipment Operators- Dozers D-9 Et Under $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Drilling Machine $69.85 7A 3K 8X View Underground Sewer Ft Water King Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $65.05 7A 3K 8X View Underground Sewer aWater King Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Gradechecker/Stakeman $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $68.55 7A 3K 8X View Underground Sewer Et Water King 1 $69.161 7A I IK LX View 'Uy�_L e_"' ^° Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over Underground Sewer Et Water 1, King Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $68.55 7A 3K 8X View Underground Sewer Et Water 'King Power Equipment Operators- Horizontal /Directional Drill Locator $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Horizontal/ Directional Drill Operator $68.55 7A 3K 8X Vie Underground Sewer Et Water 'King Power Equipment Operators- Hydralifts/Boom Trucks Over 10 Tons $68.02 7A 3K 8X View Underp round Sewer Et Water King Power Equipment Operators- Hydralifts/Boom Trucks, 10 Tons And Under $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $69.85 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View Underground Sewer Ft Water ,King Power Equipment Operators- Underpround Sewer Et Water Loaders, Plant Feed $68.55 7A 3K 8X View King Power Equipment Operators- Loaders: Elevating Type Belt $68.02 7A 3K 8X jew Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $68.55 7A 3K 8X View Underground Sewer Et Water 'King Power Equipment Operators- Mechanics, All (teadmen - $0.50 Per Hour Over Mechanic) $69.85 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Underproun d Sewer Et Water Motor Patrol Graders $69.16 7A 3K 8X View King Power Equipment Operators- Mucking Machine, Mote, Tunnel Drill, Boring, Road Header And/or $69.16 7A 3K 8x Vview Underground Sewer Et Water "King I Power Equipment Operators- Oil Distributors, Blower Distribution Et Mulch Seeding Operator $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Outside Hoists (Elevators And Mantifts), Air Tuggers, Strato $68.02 I 7A 3K 8X View Underground Sewer Et Water �King Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $68.55 7A 3K 8X View Underground Sewer Et Water ,"King Power Equipment Operators- Overhead, Bridge Type: 100 Tons And Over $69.85 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Overhead, Bridge Type: 45 Tons Through 99 Tons $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Pavement Breaker $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- ,round Sewer Et Water Underp Pile Driver (other Than Crane Mount) $68.55 7A 3K 8X View King Power Equipment Operators- Plant Ofter - Asphalt, Crusher $68.02 7A 3K 8X View Underp,round Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Power Plant $65.05 7A 3K 8x View Underp ,round Sewer Et Water King Pumps - Water $65.05 7A 3K 8X View I U %J %_ L _.P %a I L NJ Power Equipment Operators - Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger and Bellman $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bettman (Certified) $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Rollagon $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Roto-milt, Roto-grinder $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers - Concrete Et Carry All $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 Yards And Over $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Service Engineers - Equipment $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Shotcrete / G unite Equipment $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel., Excavator, Backhoe, Tractors Under 15 Metric Tons $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel., Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Shove[, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $69.85 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel., Excavator, Backhoes: Over 90 Metric Tons $70.57 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Slipform Pavers $69.16 7A I 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et Screedman $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Subgrader Trimmer $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $68.02 I 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In Height Base To Boom $69.85 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Crane: over 175' through 250' in height, base to boom $70.57 7A 3K 8X View Underground Sewer & Water I UVj%l 1T 111 1V #King Power Equipment Operators- Tower Cranes: over 250' in height from base to boom $71.26 7A 3K 8X View Underground Sewer Et Water !King Power Equipment Operators- Transporters, All Track Or Truck Type $69.16 7A 3K 8X View Underground Sewer Et Water jKing Power Equipment Operators- Trenching Machines $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 Tons And Over $68.55 7A 3K 8X View Underground Sewer & Water King Power Equipment Operators- Truck Crane Oiler/Driver Under 100 Tons $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Mount Portable Conveyor $68.55 7A 3K 8X View Underground Sewer Et Water !King Power Equipment Operators- Welder $69.16 7A 3K 8X View Underground Sewer Et Water 3King Power Equipment Operators- Wheel Tractors, Farman Type $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $68.55 7A 3K 8X View Underground Sewer Et Water King Power Line Clearance Tree Trimmers Journey Level In Charge $50.96 5A 4A View 1. King Power Line Clearance Tree Trimmers Spray Person $48.35 5A 4A View King Power Line Clearance Tree Trimmers Tree Equipment Operator $50.96 5A 4A View !. King Power Line Clearance Tree Trimmers Tree Trimmer $45.54 5A 4A View King i Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $34.51 5A 4A View King Refrigeration Et Air Conditioning Journey Level $82.51 6Z 1 G View Mechanics '.King Residential Brick Mason Journey Level $58.82 5A 1M View King Residential Carpenters Journey Level $32.06 1 View King Residential Cement Masons Journey Level $29.25 1 View King Residential Drywall Applicators Journey Level $46.43 7A 4C View King Residential Drywall Tapers Journey Level $47.171 5P 1 E View King Residential Electricians Journey Level $36.01 1 View King Residential Glaziers Journey Level $44.15 7L 1 H View King Residential Insulation Applicators Journey Level $29.87 1 View ! King Residential Laborers Journey Level $26.18 1 View King Residential Marble Setters Journey Level $27.381 1 View King Residential Painters Journey Level $27.80 1 View King Residential Plumbers Et Pipefitters Journey Level $39.43 1 View ?King Residential Refrigeration Et Air Journey Level $54.12 5A 1G View Conditioning Mechanics King Residential Sheet Metal Workers Journey Level (Field or Shop) $51.89 7F 1 R View King Residential Soft Floor Layers Journey Level $51.07 '5A 3J View King Residential Sprinkler Fitters (Fire Journey Level $48.18 5C 2R View Protection} King Residential Stone Masons Journey Level $58.82 5A .1 M View King Residential Terrazzo Workers Journey Level $54.06 5A 1M View King Residential Terrazzo/Tile Finishers Journey Level $24.39 1 View King Residential Tile Setters Journey Level $21.041 1 View 1_..__ //r- . ___. - -- 1.--I -_ I _/_ ...---.--. - _. I U y %- -L ✓ VI L %J 'King Roofers Journey Level 1 $53.271 5A H I View 'King Roofers Using Irritable Bituminous Materials $56.27 5A 3H View King Sheet Metal Workers Journey Level (Field or Shop) $85.88 7F .1 E View King Shipbuildino, Et Ship Repair New Construction Boilermaker $36.36 7V 1 View King Shipbuilding , - Et Ship Repair New Construction Carpenter $36.36, 7V 1 View King Shipbuilding Et Ship Repair New Construction Crane Operator $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Electrician $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Heat Et Frost Insulator $76.61 5J 4H View King Shipbuilding Et Ship Repair New Construction Laborer $36.361 7V 1 View King Shipbuilding Et Ship Repair New Construction Machinist $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Operating Engineer $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Painter $36.36 7V 1 View �King Shipbuilding Et Ship Repair New Construction Pipefitter $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Rigger $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Sheet Metal $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Shipfitter $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Warehouse /Teamster $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Welder Burner $36.36 7V 1 View King Shipbuilding, Et Ship Repair Ship Repair Boilermaker $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Carpenter $44.95 7X 4J View King ShipbuiLdinp, Et Ship Repair Ship Repair Crane Operator $45.061 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Electrician $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost Insulator $76.61 5J 4H View King Shipbuilding Et Ship Repair Ship Repair Laborer $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.061 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Painter $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $44.951 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Warehouse Teamster $45.06 7Y 4K View ",'King Sign Makers Et Installers Journey Level $50.90 0 1 View King SignMakers Et Installers (Non- Journey Level $31.52 0 1 View King Soft Floor Layers Journey Level $51.07 5A 3J View King Solar Controls For Windows Journey Level $13.50 1 View King Sprinkler Fitters (Fire Protection) Journey Level $81.39 5C ix View King Stage Rigging Mechanics (Non Journey Level $13.50 1 View King Stone Masons Journey Level $58.82 5A 11M View King Street And Parking Lot Sweeper Journey Level $19.09 1 View Workers King Surveyors Assistant Construction Site Surveyor $68.02 7A 3K 8x View 'LAy%- -L""' -L° King Surveyors Construction Site Surveyor $69.161 7A 3K 8X View King Telecommunication Technicians Journey Level $51.07 7E 1 E View King Telephone Line Construction - Cable Splicer $41.81 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $23.53 5A 2B View Outside ,,King Telephone Line Construction Installer (Repairer) $40.09 5A 2B View Outside 'King Telephone Line Construction - Special Aparatus Installer 1 $41.81 5A 2B View Outside King Telephone Line Construction - Special Apparatus Installer 11 $40.99 5A 2B View Outside King Telephone Line Construction - Telephone Equipment Operator (Heavy) $41.81 5A 2B View Outside King I Telephone Line Construction - Telephone Equipment Operator (Light) $38.92 5A 2B View Outside , 'King Telephone Line Construction - Telephone Lineperson $38.92 5A 2B View Outside King Telephone Line Construction - Television Groundperson $22.32 5A 2B View Outside King Telephone Line Construction - Television Lineperson/ Installer $29.60 5A 2B View Outside 'King Telephone Line Construction - Television System Technician $35.20 5A 2B View Outside King Telephone Line Construction - Television Technician $31.67 5A 2B View Outside ,I, King Telephone Line Construction - Tree Trimmer $38.92 5A 2B View Outside King Terrazzo Workers Journey Level $54.06 5A 1M View King Tile Setters Journey Level $54.06 5A 1M View King Tile, Marble Ft Terrazzo Finishers Finisher $44.891 5A iq View King Traffic ContLq[ Stripers Journey Level $47.68 7A 1K View King Truck Drivers Asphalt Mix Over 16 Yards $61.59 5D 4Y 8L View King Truck Drivers Asphalt Mix To 16 Yards $60.75 5D 4Y 8L View ,King Truck Drivers Dump Truck $60.75 5D 4Y 8L �Ljew Truck Drivers Dump Truck Et Trailer $61.59 5D 4Y 8L View gKing Truck Drivers Other Trucks $61.59 5D 4Y 8L View [King Truck Drivers - Reld King Well Dritters Et Irrigation Pump Irrigation Pump Installer $17.71 1 View Installers King Well Drillers Et Irrigation Pump Oiler $13.50 1 View Installers King WeU Drillers Et Irripation Pump Well Driller $18.00 1 View Installers ... '',' . to .' . . ' .^' . . ^'-_'-.-~ Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four - ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten- hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. 3 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are ,established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. 4 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four - day, ten hour work week, and Saturday shall be paid at one and one half (1'h) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM) every day shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. T. The first two (2) hours of overtime for hours worked Monday -Friday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 0 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 4. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ''/z) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid atone and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. 7 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 4. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). 0 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Holiday Codes Continued R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half - Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. i7 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Holiday Codes Continued D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 10 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Holidav Codes Continued Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year's Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. B. Holidays: New Year's Day, Martin Luther King Jr. Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) 11 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Holiday Codes Continued 15. D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, and the day after Christmas. E. Holidays: the day before New Years's Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day. (12) Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. 12 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Note Codes Continued 8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' - $1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 13 Benefit Code Key — Effective 8/31/2019 thru 3/3/2020 Note Codes Continued A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) — 130' to 199' — $0.50 per hour over their classification rate. (B) — 200' to 299' — $0.80 per hour over their classification rate. (C) — 300' and over — $1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Faaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. 14