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Home My WebLink About5468Contract Number: Vendor: Subject: Department: File Class: � Begin Date: End Date: Review Date: Vault Date: 5468 COATINGS UNLIMITED, INC Reservoir 10 North - Interior Coating Replacement Engineering LEG 12-1 3/18/2015 5/27/2015 5/31/2015 2016 Comments: AGENDA BILL CITY OF BREMERTON CITY COUNCIL SUBJECT: Construction Contract Award to �Co:afings Inc. for Interior Coating Replacement of Reservoir 10 North _ Study Session Date: COUNCIL MEETING Date: Department:.. Presenter: Phone: March 11, 2015 March 18, 2015 PW&U - - - -- ... . Chal Martin / Tom Knuckey (360) 473-5758 SUMMARY: The work to be completed under this contract includes recoating the interior of a 1,000,000 gallon steel water reservoir located in the Olympic View Industrial Park. The interior of Reservoir 10 North will be abrasive blasted to remove the existing coal tar epoxy coating, then coated with a new epoxy coating. There were 9 bids. Coatings Unlimited was the lowest responsible, responsive bidder in the amount of $208,108.15 (which includes sales tax). ATTACHMENTS: 1. Council Summary; 2. Agreement; and 3. Bid Tabulation. FISCAL IMPACTS (Include Budgeted Amount): The project is included in the 2015 budget at $400,000 and is funded by rates. STUDY SESSION AGENDA: 0 No Presentation ❑ Full Presentation STUDY SESSION ACTION: ❑x Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to award the construction bid for Reservoir 10 North — Interior Coating Replacement from Coatings Unlimited in the amount of $208,108.15 (which includes sales tax) and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: � Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action Form Updated 01l07/15 i �� . CITY OF BREMERTON ADDENDUM NO. 1 TO CONTRACT DOCUMENTS for � RESERVOIR 10 NORTH — INTERIOR COATING REPLACEMENT Issued February 18, 2015 2 pages of text The following shall modify the Contract Documents and the work shall be accomplished in accordance with such modifications. It is requested that this addendum be stapled to the Bid Documents. IMPORTANT: THIS ADDENDUM SHOULD BE ACKNOWLEDGED IN YOUR BID FORMS WHEN YOUR BID IS SUBMITTED. FAILURE TO ACKNOWLEDGE THE ADDENDUM MAY CONSTITUTE GROUNDS FOR REJECTION OF THE BID. '� Contents: This Addendum No. 1 contains revisions to the Specifications and/or the Contract Drawings. Revisions to the Specifications are made by reissuing entire sections, reissuing specific �l pages of sections, OR by directing a change in writing, herein. When a paragraph or sentence is modified, additions are indicated with bold text and deletions are indicated with strikethrough text. �, Revisions to the Drawings are made by re-issuing a drawing, issuing a revision to a specific detail from a drawing, OR by directing a change in writing, herein. Bidders are cautioned to check the 'j addendum contents carefully for the presence of all listed revisions. � l Distribution; This Addendum No. 1 is distributed to all planholders of record. J Intepration The following changes, additions, deletions and attachment are hereby made a part of �J the Contract Documents for Reservoir 10 North — Interior Coatinq Replacement as fully and completely as if the same were set forth therein. �J Acknowledqement of Receipt of Addendum: All prospective bidders are instructed to incorporate '� this revision into their bids and to complete the acknowledgement of receipt of addenda in the Bid Proposal. Failure to do so may result in the Bid being rejected as not responsive. �J City of 8remerton Page 1 of 3 February 2015 Reservoir 10 North — Interior Coating Replacement Addendum #1 � f� Item #1 : List of attendees at pre-bid walk through on February 17, 2015 Question #2 Q: Does the site have private vehicle parking? - A: Yes, inside the fence and there are 3 to 4 spaces immediately outside the fence Question #3 Q: Can a door sheet be cut? A: Yes. We believe the steel is 3/8" thick but this should be confirmed. See paragraph 09960 3.1 6 for further discussion of the door sheet. Ramps at least 1 S" high wiil need to be constructed to get over the concrete ring on the inside of the tank. City of 8remerton Page 2 of 3 February 2015 Reservoir 10 North - Interior Coating Replacement Addendum #1 Item #2 : Questions asked during the pre-bid walk-through and foilow-up responses: r t � ' ' � � t 1 1 1 ' ' ' 1 ' 1 ' Question #4 Q: Is there a painting rail? A: Yes, a painting rail was observed by the engineer who performed the coating inspection. Question #5 Q: When will the Notice to Proceed be issued. A: We intend on issuing the Notice to Proceed no later than mid-April so that the work can be completed prior to the hot weather. ' City of Bremerton Page 3 of 3 February 2015 Reservoir 10 Norfh — lnterior Coating Rep/acement Addendum #1 ' SECTION 00010 CERTIFICATE OF ENG�N�ER The technical material and data contained in these Specifications for the project Reservoir 10 North -[nterior Coating Replacement were prepared under the supervision and direction of the undersigned professional engineer(s) licensed to practice as such, whose seals, are affixed below. / * I � l'��,i" �� William Davis, P.E. City of Bremerton � RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT CERTIFICATE OF ENGINEER FEBRUARY 2015 00010-1 1 1 ' 1 ' ' , ' ' ' � City of Bremerton RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT Table of Contents DIVISION 0- BID REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 00010 00020 00030 00040 00100 00300 00500 00610 00620 00700 00800 Certificate of Engineer Table of Contents ' Notice Inviting Bids Bidder Checklist Instructions to Bidders Bid Forms Agreement Performance Bond Payment Bond General Conditions Supplementary Conditions (Attachment A: Prevailing Wages Rates for Kitsap County) DIVISION 1- GENERAL REQUIREMENTS 01010 01020 01025 01030 01300 01311 01500 01600 Summary of Work Reference Standards and Definitions Measurement and Payment Safety, Health and Hazardous Materials Handling Contractor Submittals Contractor Schedule Temporary Site Utilities and Controls Products, Materials, Equipment, and Substitutions ' DIVISION 9 - FINISHES 09960 Steel Reservoir Coating System ' 09980 Reservoir Cleaning and Disinfection , ' ' ' , APPENDICES Appendix A - Construction Forms Appendix B- Reservoir Condition Assessment Report (2014) Appendix C- Disinfection of Water Storage Facilities (AVWVA C652) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 TABLE OF CONTENTS 0002a� ' , ' lJ ' ' ' SECTION 00030 CITY OF BREMERTON, WASHINGTON NOTICE INVITING BIDS RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6th Street, Bremerton, Washington 98337 until 2:00 p.m. Pacific Time as shown on the wall clock inside the City Clerk's office on February 26, 2015 for the project RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT. Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 2:00 p.m. on February 26, 2015 in the office of the City Clerk at 345 6t�' Street, Bremerton, Washington 98337. DESCRIPTION OF WORK: The Work includes all labor, equipment and materials necessary to , recoat the entire interior of a 1,000,000 gallon welded steel potable water reservoir. The work includes cleaning out the tank, abrasive blasting to remove the existing coal-tar epoxy coating and prepare the surface to near white metal (SSPC-SP 10), recoating interior surface in entirety, ' disinfection, site cleanup, site restoration, and disposal of all spent materials and coatings. The site address is 5785 Imperial Way, Bremerton, WA 98312 and is located at the Olympic View Industrial Park off of State Route 3, directly across from the Bremerton National Airport. 1 ' � 1 ' ' ' 1 COMPLETION OF WORK: The Substantial Completion date is sevent�(70) calendar dqvs following the Notice to Proceed. PREV[EWIIVG CONTRACT DOCUMENTS: Contract Documents may be previewed at the ARC Document Solutions website (www.e-arc.com). Go to htt�//www.e-arc.com/wa/lacoma, then click on the link'Enter Public Planroom'. Scroll down the page or search to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be purchased from ARC Document Solutions. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma, WA: 1(800) 337-8103; FAX (253) 272-4064; E-mail: Tacoma.csC�e- arc.corn. To receive bid addendum, ensure your company name is on the Planholders list. To ensure this, purchase bid documents from ARC, or contact them directly and request to have your company name placed on the Planholders list. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: Bid for RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT. BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond payable to the City of Bremerton, in the amount of 5 percent of the Total Bid, including Washington State sales tax, identified at the time of submittal of the bid as a guarantee that the Bidder, if its Bid is accepted, will promptly execute the Contract. A bid shall not be considered unless one of the forms of Bidder's security is enclosed with it. PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond ' for 100 percent of the Contract Price. BIDS TO REMAIN OPEN: The Bidder shall guarantee the Total Bid Price for a period of 60 calendar days from the date of bid opening. ' RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT NOTICE INVITING BIDS FEBRUARY 2015 00030-1 , WAGE RATES: The attention of Bidders is directed to the requirements and conditions of employment to be observed and the minimum wage rates to be paid under the Contract. Wages shall be based on the Washington State Prevailing Wage Rates for Public Works Contracts in Kitsap County current at the time of the bid opening date. PRE-BID CONFERENCE: Prospective bidders are encouraged to attend the pre-bid conference conducted by the City, which will include a walk-through of the project site. The reservoir will be online and interior access through side hatches will not be possible. The objective of the pre-bid conference is to acquaint bidders with the work and conditions of the site. The pre-bid conference will begin at 10:00 a.m. on Tuesday, February 17, 2015. Meet at the Reservoir 10 North site. The site address is 5785 Imperial Way, Bremerton, WA 98312. The site is located in the Olympic View Industrial Park off of State Route 3, directly across from the Bremerton National Airport. CONDITION ASSESSMENT REPORT AND PHOTOGRAPHS: A condition assessment report and photographs from December 2014 are available for download from the project website at: tettp:/jwww.ci.brernerton.wa.us/936/Reservoir-lO-North. Alternatively, you may contact Katie Ketterer at (360) 473-5717 for electronic copies of these documents. PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication b�phone/fax/e-mail: Bill Davis, P.E. Telephone: (360) 473-2312; Fax: (360) 473-5398 E-mail: William.davis@ci.bremerton.wa.us Department of Public Works and Utilities, Engineering Division 3027 Olympus Drive Bremerton, WA 98310 ATTN: William Davis � CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. 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. The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation. No bidder will be discriminated against on the grounds of race, color, religion, sex, national origin, sexual orientation, age, genetic information, marital or veteran status, or the presence of any disability. END OF SECTION RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT NOTICE INVITING BIDS FEBRUARY 2015 00030-2 � ' ' ' ' ' ' , 1 ' � ' 1 ' ' ' ��I ' SECTION 00040 BIDDER'S CHECKLIST BIDDER'S CHECKLIST This section lists the contract forms required for this project. The bidder's attention is especially directed to the forms that must be executed in full as required and submitted with the bidder's bid. These are indicated as follows in the section titled "Bid Documents." BID DOCUMENTS These documents must be executed and submitted to the City with your bid, not later than the designated bid closing date and time. Bids that do not include all of the required forms, properly completed, may be declared unresponsive. The bid forms are in Section 00300. A. Acicnowledgement of Bid and Addenda B. Bid Certificate C. Bid Schedule D. Bid Bond (This form to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this check or bond shall be not less than 5% �ve percent) of the total amount bid and may be shown in dollars or on a percentage basis.) E. List of Subcontractors F. List of Proposed Substitutes (included but not used) G. Information Required of Bidder . H. Non-Collusion Affidavit (The form is to be completed and signed by the contractor and notarized.) I. Certification by Proposed Contractor Regarding Equal Employment J. Certification of Non-segregated Facilities K. Certification of Federal Non-Debarment and Suspension. DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER The following forms are to be executed after the contract is awarded. These forms must be filled out and submitted within fourteen (14) calendar days after the date of Notice of Award of contract. - Agreement - Agreement Certificate - Performance Bond - Payment Bond - Insurance Certificates (submit with Agreement) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 BIDDER CHECKLIST 00040-1 1 DOCUMENTS TO BE EXECUTED AFTER AWARD The following forms are to be executed after Notice of Award but prior to first payment request: - Statement of Intent to Pay Prevailing Wages. This is a form from Dept. of Labor and lndustries. Submit prior to first payment request. DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT OR RELEASE OF RETAINAGE - Acceptance of Compensation and Release of All Claims. This form is located in the Appendix. Submit prior to final payment. - Affidavit of Wages Paid. This form is from the Dept. of Labor and lndustries. This form must be submitted prior to release of retainage. END OF SECTION RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT BIDDER CHECKLIST FEBRUARY 2015 00040-2 ' ' ' ' 1 � � 2. SECTION 00100 INSTRUCTIONS TO BIDDERS DEFINED TERMS Terms used in these Instructions to Bidders and the Notice Inviting Bids which are defined in the General Conditions have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid directly to OWNER, as distinct from a sub- bidder, who submits a Bid to a Bidder. The term OWNER is defined as the City of Bremerton, located at 345 6t'� St., 98337. LOCAL BUSINESS LICENSE ' The successful Bidder shall acquire and/or possess a current City of Bremerton Business License and any other licenses and permits which may be required to fulfill the obligations of the Contract as specified. Business and occupancy (B&0) taxes shall be paid when due ' and the CONTRACTOR will agree to assign any payments due to the City Clerk for payment of such taxes which have been declared delinquent. License shall be obtained prior to first payment request. ' 3. INTERPRETATIONS AND ADDENDA ' � � ' ' ' , 3.1 All questions about the meaning or intent of the Contract Documents are to be directed to the ENGINEER, defined in GC-1.01 A, Section 00700. Additions, deletions, or revisions to the Contract Documents considered necessary by the ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by the ENGINEER or OWNER as having received the Contract Documents. Only answers to such questions issued by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Addenda may also be issued to make other additions, deletions, or revisions to the Contract Documents. Bidders shall make no special interpretation or inference of intent from differing formats in the Technical Specifications. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND SITE It is the responsibility of each Bidder before submitting the Bid: 3.2 3.3 4. 4.1 I:� : To examine thoroughly the Contract Documents and other related data identified in the Bidding Documents (including "technical" data referred to below); To visit the site to become familiar with local conditions that may affect cost, progress, or performance of the WORK; ' C. To consider federal, state, and local Laws and Regulations that may affect cost, progress, or performance of the WORK; � RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT INSTRUCTIONS TO BIDDER FEBRUARY 2015 00100-1 ' � 4.2 To study and carefully correlate the Bidder's observations with the Contract Documents; and To notify the ENGINEER of all conFlicts, errors, ambiguities, or discrepancies in or between the Contract Documents and such other related data. E F. When conflicts, errors, ambiguities, or discrepancies are discovered in or between Contract Documents and/or other related documents, and when said conFlicts, etc. have not been resolved through the interpretations by ENGINEER as described in Paragraph 3 above, BIDDER shall include in the Bid the greater quantity of WORK or compliance with the more stringent requirement resulting in a greater cost. Such greater cost shall be included in the BID. Reference is made to the Supplementary Conditions for identification of: Those drawings of physica! conditions in or relating to existing surface and subsurface conditions (except Underground Utilities) which are at or contiguous to the site have been utilized by the ENGINEER in the preparation of the Contract Documents. The Bidder may rely upon the accuracy of the technical data contained in such drawings, however, the interpretation of such technical data, including any interpolation or extrapolation thereof, together with nontechnical data, interpretations, and opinions contained in such drawings or the completeness thereof is the responsibility of the Bidder. 4.3 Copies of reports and drawings referred to in Paragraph 4.2 will be made available by the OWNER for review at the office of the OWNER by any Bidder on request, if said reports and drawings are not bound herein. Those reports and drawings are not part of the Contract Documents, but the technical data contained therein upon which the Bidder is entitled to rely, as provided in SC-4.02.0 of the Supplementary Conditions, are incorporated herein by reference. 4.4 [nformation and data reFlected in the Contract Documents with respect to Underground Utilities at or contiguous to the site is based upon information and data furnished to the OWNER and the ENGINEER by the owners of such Underground Utilities or others, and the OWNER does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions or Section 01530 - Protection of Existing Facilities. 4.5 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Utilities, and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.02, 4.03, and 4.04 of the General Conditions, and Supplementary General Conditions. 4.6 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface, and Underground Utilities) at or contiguous to the site or otherwise which may affect cost, progress, or performance of the WORK and which the Bidder deems necessary to determine its Bid for performing the WORK in accordance with the time, price, and other terms and conditions of the Contract Documents. RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 INSTRUCTIONS TO BIDDER ' 00100-2 ' 1 1 � ' ' ' ' � 1 ' 1 � ' ' 4.7 On request a minimum of 2 days in advance, the OWNER will provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a Bid. WORK conducted on weekends shall be coordinated during regular business hours of the previous week. Location of any excavation or boring shall be subject to prior approval of OWNER and applicable agencies. Bidder shall fill all holes, restore all pavement to match existing structural section, and shall clean up and restore the site to its former condition upon completion of such explorations. 4.8 The lands upon which the WORK is to be performed, rights-of-way, and easements for access thereto and other lands designated for use by the CONTRACTOR in performing the WORK are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the CONTRACTOR. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the OWNER unless otherwise provided in the Contract Documents. ►,. 5. Q The submission of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Paragraph 4 and the following: A. That the Bid is premised upon performing the WORK required by the Contract Documents without exception and such means, methods, techniyues, sequences, or procedures of construction (if any) as may be required by the Contract Documents; B. That Bidder has given the ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies in the Contract Documents and the written resolution thereof by the ENGINEER is acceptable to the Bidder; and C. That the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the WORK. BID FORMS The Bid shall be submitted on the Bid Forms in Section 00300 bound herein. All blanks on the Bid Forms shall be completed in ink. All names must be printed below the signatures. The Bid shall be submitted in a sealed envelope which shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "B[D for" followed by the Project Name, the OWNER name, the address here bids are to be delivered or mailed to, and the date and hour of opening of Bids. CERTIFICATES ' 6.1 Bids by corporations must be executed in the corporate name by the president, a vice- president, or other corporate officer. Such Bid shall be accompanied by the enclosed Certificate of Authority to sign, attested by the secretary or assistant secretary, and with the ' corporate seal affixed. The corporate address and state of incorporation must appear below the signature. ' 6.2 Bids by partnerships must be executed in the partnership name and be signed by a managing partner, accompanied by the enclosed Certificate of Authority to sign, and ' RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT INSTRUCTIONS TO BIDDER FEBRUARY 2015 00100-3 1 his/her title must appear under the signature and the official address of the partnership must appear below the signature. 6.3 Bids by joint ventures must be executed in the joint venture name and be signed by a joint venture managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. 6.4 Bids by limited liability companies must be executed in the limited liability company name and be signed by a member, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. DISQUALfFICATION OF BIDDERS : �] 10. 11. More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. [f the OWNER believes that any Bidder is interested in more than one Bid for the WORK contemplated, all Bids in which such Bidder is interested will be rejected. If the OWNER believes that collusion exists among the Bidders, all Bids will be rejected. A party who has quoted prices to a Bidder is not hereby disqualified from quoting prices to other Bidders, or from submitting a Bid directly for the WORK. QUANTIT[ES OF WORK Paragraph not used. SUBSTITUTE OR "OR EQUAL" ITEMS Whenever materials or equipment are specified or described in the Contract Documents by using the name of a particular Supplier and the name is followed by the words "or equal", the Bidder may write the name of a substitute Supplier (which the Bidder considers as an "or eyual") in the Bid form titled List of Proposed Substitutes. These substitute Suppliers will only be considered after award of the Contract. The procedure for the submittal of substitute or "or equal" products is specified in Section 01600 - Products, Materials, Equipment, and Substitutions. The Bidder shall not be relieved of any obligations of the Contract Documents or be entitled to an adjustment in the Contract Price in the event any proposed substitute manufacturer is not subsequently approved. COMPETENCY OF BIDDERS In selecting the lowest responsive, responsible Bidder, consideration will also be given to the general competency of the Bidder for the performance of the WORK covered by the Bid. To this end, each Bid shall be supported by a statement of the Bidder's experience as of recent date on the form entitled "INFORMATION REQUIRED OF BIDDER" in the bid Forms. SUBMISSION OF BIDS The Bid shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the Bidder's sole responsibility to see that its Bid is received in proper time and at the proper place. RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT INSTRUCTIONS TO BIDDER FEBRUARY 2015 00100-4 , 1 12 ' ' 1 1 ' 13 , 1 ' ' 14 BID SECURITY, BONDS, AND INSURANCE Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check or bond shall be made payable to the OWNER and shall be given as a guarantee that the Bidder, if awarded the WORK, will enter into an Agreement with the OWNER, and will furnish the necessary insurance certificates, Payment Bond, and Performance Bond; each of said bonds to be in the amount stated in the Supplementary Conditions. In case of refusal or failure to enter into said Agreement, the check or Bid Bond, as the case may be, shall be forfeited to the OWNER as liquidated damages. The parties recognize that actual damages will be very difficult to determine and that the amount of the bid bond, is a fair and reasonable estimate of damages if the Agreement is not executed. If the Bidder elects to furnish a Bid Bond as its Bid security, the Bidder shall use the Bid Bond form bound herein. DISCREPANCIES IN BIDS In the event there is more than one Bid item in a Bid Schedule, the Bidder shall furnish a price for all Bid items in the Schedule, and failure to do so will render the Bid non- responsive and may cause its rejection. In the event there are unit price Bid items in a Bidding schedule and the a►nount indicated for a unit price Bid item does not equal the product of the unit price and quantity, the unit price shall govern and the amount will be corrected accordingly, and the BIDDER shall be bound by said correction. In the event there is more than one Bid item in a Bid Schedule and the total indicated for the Schedule does not agree with the sum of the prices Bid on the individual items, the prices Bid on the individual items shall govern and the total for the Schedule will be corrected accordingly, and the BIDDER shall be bound by said correction. MOD[FICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS ' Unauthorized conditions, limitations, or provisos attached to the Bid shall render it informal and may cause its rejection as being non-responsive. The completed Bid forms shall be without interlineations, alterations, or erasures in the printed text. Alternative ' Bids will not be considered unless called for. Oral, telegraphic, or telephonic Bids or modifications will not be considered. ' 15. 1 � 1 WITHDRAWAL OF BID The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids for receipt of Bids prior to the scheduled closing time for receipt of Bids. Award of the Contract, if awarded, will be made to the lowest responsive, responsible Bidder based on the TOTAL B[D PRICE whose Bid complies with the requirements of the Contract Documents. Unless otherwise specified, any such award will be made within the AWARD OF CONTRACT 16. , RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 INSTRUCTIONS TO BIDDER 00100-5 ' period stated in the Notice Inviting Bids that the Bids are to remain open. Unless otherwise indicated, a single award will be made for all the Bid Items in an individual Bid Schedule. 17 : 19 RETURN OF BID SECURITY Within 14 days after award of the contract, the OWNER will, if requested, return the Bid securities accompanying such Bids that are not being considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned, if requested, to the respective Bidders whose Bids they accompany. EXECUTION OF AGREEMENT The Bidder to whom award is made shall execute a written Agreement with the OWNER on the form of agreement provided reflecting by incorporation the additions, deletions, or revisions agreed upon, shall secure all insurance, and shall furnish all certificates and bonds required by the Contract Documents within 14 calendar days after receipt of the agreement forms from the OWNER. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for annulment of the award and forfeiture of the Bid Security. If the lowest responsive, responsible Bidder refuses or fails to execute the Agreement, the OWNER may award the Contract to the second lowest responsive, responsible Bidder. [f the second lowest responsive, responsible Bidder refuses or fails to execute the Agreement, the OWNER may award the contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement, each such Bidder's Bid securities shall be likewise forfeited to the OWNER. LIQUIDATED DAMAGES The Agreement contains a provision for Liquidated Damages. Please carefully read the Agreement and all other Contract Documents before submitting a bid. 20. SALES TAX Washington State Department of Revenue Rule 170 applies to this contract. Contact DOR for additional information regarding application of Rule 170. , All other federal, state, and local sales, use or other taxes as required by federal, state, or local laws shall be included in the various unit bid item prices or other contract amounts. END OF INSTRUCTIONS TO BIDDERS RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 INSTRUCTIONS TO BIDDER 1 00100-6 ' , 1 ' ' SECTION 00300 BID FORMS ACKNOWLEDGEMENT OF BID AND ADDENDA BID T0: C[TY OF BREMERTON, PUBLIC WORKS AND UTILITIES ENGINEERING DIVISION ' 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the OWNER in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled "RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT." ' ' ' , ' ' 1 l� ' 2. Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instruction to Bidders, dealing with the disposition of Bid Security. This Bid will remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and the "Instructions to Bidders," and will furnish the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents. 4. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged). Failure to acknowledge addenda shall render the bid non-responsive and shall be cause for its rejection. Addenda Number: Date: 5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary. To all the foregoing, and including all Bid Forms contained in this Bid, said Bidder further ' agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Bid Forms. ' Dated: I B (S�gnature) 1 RESERVOIR 10 NORTH — INTERIOR COATING REPLACEMENT FEBRUARY 2015 Bidder: Title: (Company Name) BID FORMS 00300-1 ' BID CERTIFICATE STATE OF COUNTY OF ) ) SS: ) jif Corporation� I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of . held on . 2015, the folbwing resolution was duly passed and adopted: "RESOLVED, that . as President of the Corporadon, be and is hereby authorized to execute the Bid dated . 2015, to the City of Bremerton by this corporation and that his execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation" � I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this . day of 2015. Secretary (SEAL) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT BID FORMS FEBRUARY 2015 00300-2 , � ' ' ' ' ' , 1 � � ' ' � ' 1 ' , ' BID CERTIFICATE (if Parh�ership� STAT E 0 F COUNTY OF ) ) SS: ) I HEREBY CERTIFY that a meeting of the Pariners of the a partinership existing under the laws of the State of . held on . 2015, the following resolution was duly passed and adopted: "RESOLVED, that of the Parmership, be and is hereby authorized to execute the Bid dated . 2015, to the City of Bremerton by this partr�ership and that his/her execution thereof, attested by the shall be the official act and deed of this Partr�ership:' I further certify that said resolution is now in full force and effect. as [N WITNESS WHEREOF, I have hereunto set my hand this . day of 2015. � Partr�er (SEAL) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 BID FORMS 00300-3 BID CERTIFICATE �f loint Venture], STAT E 0 F COUNTY OF ) ) SS: ) [ HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of . held on . 2015, the following resolution was duly passed and adopted: "RESOLVED, that . as � of the Joint Venture, be and is hereby authorized to execute the Bid dated 2015, to the City of Bremerton by this joint venture and that his/her execution thereof, attested by the � shall be the official act and deed of this Joint Venture" 1 further certify that said resoludon is now in full force and effect. IlV WITNESS WHEREOF, I have hereunto set my hand this 2015. Managing Parh�er (SEAL) day of RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT BID FORMS FEBRUARY 2015 00300-4 1 ' ' ' 1 ' ' ' ' ' ' ' ' 1 , ' ' , ' STATE OF COUNTY OF BID CERTIFICATE (if Limited Liability Company) ) ) SS: ) I HEREBY CERTIFY that a meeting of the Members of the a limited liability company existing under the laws of the State of . hekl on . 2015, the folbwing resolution was duly passed and adopted: "RESOLVED, that as members of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated 2015, to the City of Bremerton by this limited liabiliry company and that their execution thereof shall be the official act and cleed of this Limited Liability Company." I further certify that said resoludon is now in full force and effect. IN W[TNESS WHEREOF, [ have hereunto set my hand this 2015. day of A Limited Liability Company : : (SEAL) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 Member Member BID FORMS 00300-5 BID SCHEDULE Following is the Bid Schedule for construction of the RESERVOIR 10 NORTI-I - INTERIOR COATING REPLACEMENT in accordance with the Contract Document�. The Bid Schedule must be completed by the Bidder by filling in each blank. The cost item shall be in dollars and cents, using numerals only. Failure to do so will render the bid non-responsive and will cause its rejecdon. NOTE ON SALES TAX: Washington State Departinent of Revenue Rule 170 applies to this project. Bids will be evaluated on the basis of the TOTAL BID PRICE. BID ITEM ITEM DESCRIPTION COST IN DOLLARS & CENTS N0. 1 2 3 :! E [NTERIOR COATING REPLACEMENT FORCE ACCOUNT TOTAL BASE B[D (SUBTOTAL OE BID [TEMS N0. 1 AND 2) SALES TAX @ 8.7% ON BID ITEM N0. #3 TOTAL BID PR[CE (SUM OF BID ITEMS N0. 3 AND 4) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 BID FORMS 00300-6 $ $30,000.00 $ $ � _ � � � � � � � � � � � � � � � � � ' 1 ' KNOW ALL MEN BY THESE PRESENTS, BID BOND That 1 LJ 1 , ' ' , held and firmly bound unto City of Bremerton hereinafter callcd "OWNER," in the sum of (not less than 5 percent of the total amount of the Bid) as Principal, and as Surety, are dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a Bid to said OWNER to perform the WORK required under the bidding schedule(s) of the OWNER's Contract Documents entitled RESERVOIR 10 NORTH - IIVTERIOR COATING REPLACEMENT. If the Principal is awarded the Bid and, within 14 calendar days after receipt of the Contract Document forms from the OWNER, fails to provide the OWNER with the duly executed Agreement; the duly executed Certiticates of Insurance, the duly executed Performance Bond and the duly executed Payment Bond, all as specified in the Contract Documents, then the Surety shall, without condition and within 5 calendar days from written demand from the OWNER, pay to the OWNER in U.S. funds, by certified or cashiers check, the full amount oF this Bid Bond. This Bond shall be irrevocable for 90 days after the bid opening, as defined in the Contract Documents. The Surety stipulates and agrees that the obligation of said Surety shall in no way be impaired or affected by ' an extension of the time within which the OWNER may accept such bid and Surety further waives notice of any such extension. In the event suit is brought upon this bond by said OWNER and OWNER prevails, said Principal and Surety shall pay all costs incurred by said OWNER in such suit, including reasonable attorney's fees and costs to be fixed by the court. ' ' � , ' ' , 1 SIGNED AND SEALED, this By: (Principal) (Signature) (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) Address of Surety to which all notices shall be sent Address for Service of Process (must be a physical address) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 (SEAL) By: day of 2015 (SEAL) (Su rety) (Signature) BID FORMS 00300.7 ' LIST OF SUBCONTRACTORS The Bidder shall provide the following information for each Subcontractor who will perform work or labor or render service to the CONTRACTOR in or about the construction of the work or improvement, or a Subcontractor who, under subcontract to the CONTRACTOR, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of 10 percent of the CONTRACTOR's total bid. The CONTRACTOR shall list only one Subcontractor for each portion of the WORK as is defined by the CONTRACTOR in its bid. If no Subcontractor is listed the bidder acknowledges that it does not intend to use any subcontractor whose work on the CONTRACT will exceed 10 percent of the bid price. The Bidder's attention is directed to the provisions of Article 6.06 of the Standard General Conditions which stipulates the percent of the WORK to be performed with the Bidder's own forces. Attach additional sheets if required. SUBCONTRACTOR #1 Company Name: Subcontractor License #: Work to be performed Address/Phone #: Bid Amount and % of Total Bid: � SUBCONTRACTOR #2 Company Name: Subcontractor License #: � Work to be performed: Address/Phone #: Bid Amount and % of Total Bid: SUBCOIVTRACTOR #3 Company Name: Subcontractor License #: Work to be performed: Address/Phone #: Bid Amount and % of Total Bid: SUBCONTRACTOR #4 Company Name: Subcontractor License #: Work to be performed: Address/Phone #: . Bid Amount and % of Total Bid: ' ' ' , ' ' � O � � � � , ' , � RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT BID FORMS 1 FEBRUARY 2015 00300-8 , ' ' ' � ' ' 1 1 LIST OF PROPOSED SUBSTITUTES INSTRUCTIONS: 1) In the second column, circle the specified product used in the bid; 2) If the Bidder is proposing to provide a substitute or "or equal" product, identify the manufacturer/model for the product in the third column. These proposed substitutes will only be considered after award of the Contract. Substitute or "or equal" items not proposed in this form by the Bidder will not be considered by the Owner after opening of bids. The procedure for the submittal of substitute or "or equal" products is specified in Section 01600 - Products, Materials, Equipment, and Substitutions. The Bid�ier shall not be relieved of any obligations of the Contract Documents or be entitled to an adjustment in the Contract Price in the event any proposed substitute manufacturer is not subsequently approved. Specification Section Name of Specified Product used in Bid (Circle product) Substitute Manufacturer for `Or equal' products. Include Make/Model (List only one for each item) ' TH IS FORM IS NOT USED 1 1 1 1 1 C� 1 1 ' RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 BID FORMS 00300-9 ' IIVFORIWA'I'ION REQ�JIRED OF BIDDER PAGE 1 of 2 The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items will cause the Bid to be non-responsive and may cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the OWNER. Name of Contractor: Primary Classification: Address Telephone: _ Fax number: E-mail address: Name and contact information for proposed Project Manager: Employer's identification number (employer SSN, not personal SSN): Employment Security Department number Washington Industrial Insurance number Washington State Tax Registration (UBI) number Washington State Contractor's Registration number/expiration date City of Bremerton Business License number * if not available. must be obtained prior to mobilization Name, address, and telephone number of surety company and agent who will provide the required bonds this contract: RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT BID FORMS FEBRUARY 2015 00300-10 � ' ' ' � 1 INFORMATION REQUIRED OF BIDDER PAGE 2 of 2 To be considered for award, the CONTRACTOR shall have completed at least three projects of similar type, complexity, and comparable value to that WORK described in Notice Inviting Bids. ATTACH TO THIS BID a list of 3 projects minimum, completed by the CONTRACTOR, that are similar to this project in nature, value, and complexity of work. The 3 projects must have been completed under the bidder's name as the prime (general) contractor within the last 5 years. The list shall include the following information as a minimum: • Names,•address, and telephone number of owner. ' • Name of project. • Location of project. .•' • Brief description of the work involved. � • Contract amount. �' • Date of completion of contract. • Name, address, and telephone number of architect or engineer. ' ' • Name of owner's project engineer. • List of major equipment used. � • Years in business under current name. • Contracts now in hand, gross amount, and percent complete. ' � ' 1 , ' ' RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 BID FORMS 00300-11 ' NON-COLLUSION AFFIDAVIT STATE OF COUNTY OF ) ) ss. ) . being first duly sworn, deposes and says that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directiy or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signed: Subscribed and sworn to before me this day of , 2015 Notary Public in and for the County of State of (SEAL) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 BID FORMS ' 00300-12 ' , 1 1 1 ' ' � ' 1 ' ' ' � ' � ' ' � 1 CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT [n accordance with Chapter 56, Laws of 1975 1st Extraordinary Session, Certification regarding Equal Opportunity is required of bidders or prospective contractors and their proposed subcontractors prior to the award of contracts or subcontracts. Name of Prime Contractor Address Internal Revenue Service Employer ldentification No. a. Contractor has participated in a previous contract Yes_ No_ or subcontract subject to the Equal Opportunity Clause. b. Compliance reports were required to be filed in Yes_ No_ connection with such contract/subcontract. c. Contractor has filed all compliance reports required by Yes_ No_ Executive Orders 10925,11114,11246 or by regulations oFthe Equal Opportunity Commission issued pursuant to Title Vll of the Civil Rights Act of 1964. d. If answer to item 'c' is "no", please explain in detail in the space below. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Company Name Name and Title of Signer (please type or print clearly) Signature RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 Date BID FORMS 00300-13 CERTIFICATION OF NON-SEGREGATED FACILITIES (Applicable to federally assisted construction contracts and related subcontracts exceeding $10,000 which are not exempt from the Equal Opportunity clause.) The federally assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor certified, further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work area, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or area, in fact, segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally assisted construction contractor agrees that (except where he has obtained identical certifications from proposed contractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such, certification in this file. CERTIFICATION: l, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Company Name Name and Title of Signer (please type or print clearly) Signature RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 Date BID FORMS ' 00300-14 1 1 ' , ' � ' ' �. � 1 1 ' , ' CERTIFICATION OF FEDERAL NON-DEBARMENT AND SUSPENSION [NSTRUCTIONS TO BIDDERS: THIS FORM SHALL BE EXECUTED BY THE CONTRACTOR AND SUBMITTED WITH THE BID. THE CONTRACTOR SHALL MAKE COPIES AND DISTRIBUTE THIS FORM TO ALL SUBCONTRACTORS. SUBCONTRACTORS MUST SUBMIT THIS FORM TO THE CITY PRIOR TO PERFORMING ANY WORK ON THIS PROJECT. As a prospective contractor for working with the City of Bremerton and as a requirement of your submittal, you are required to provide debarment/suspension certification indicating that you are in compliance with the below Federal Executive Order. Debarment: Federal Executive Order (E.O.) 12549 "Debarment and Suspension" requires that all contractors receiving individual awards, using federal funds, and all sub-recipients certify that the organization and its principals are not debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded by any Federal department or agency from doing business with the Federal Government. Your signature certifies that neither you nor your principal is presently debarred, suspended, • proposed for debarment, declared ineligible, or voluntarily excluded from participation in this . transaction by any federal department or agency. [f, at any time during the term of the contract, such condition occurs the Contractor will notify the City without delay. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Company Name Name and Title of Signer (please type or print clearly) ' Signature ' 1 ' Date RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT BID FORMS FEBRUARY 2015 00300-15 ' , � � _� r� SECTION 00500 AGREEMENT THIS AGREEMENT is dated the 18th day of March in the year 2015 by � and between City of Bremerton (hereinafter called OWNER) and �� Coatings IInlimited, Inc. 1 (hereinafter called CONTRACTOR). �� !� ; �� r � � � �; I� �� I � � I � �� $ OWNER and CONTRACTOR, in consideration of the mutual covenaiits hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the OWNER's Contract Documents entitled RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT ARTICLE 2. CONTRACT TIMES. Substantial Completion for the WORK must be achieved not later than 70 calendar davs from the date of Notice to Proceed. Final Completion and Acceptance of the Work must be achieved not later than 30 calendar days after Substantial Completion. ARTICLE 3. LIQUIDATED DAMAGES. OWNER and the CONTRACTOR recognize that time is of the essence of this Agreement and that the OWNER will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with I�rticle 12 of the General Conditions and Supplementary Conditions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the OWNER if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the OWNER and the CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) the CONTRACTOR shall pay the OWNER 620 for each clay that expires after the time specified in 1lrticle 2. ARTICLE 4. CONTRACT PRICE. OWNER shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in current funds the amount set forth in the Bid Schedule(s). ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General � Conditions. ___ (Contractor Initials) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 AGREEMENT 00500.1 I �� ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the WORK consist of this Agreeinent (Section 00500) and the following attachments to this Agreement: • Notice Inviting Bids (Section 00030). • Instructions to Bidders (Section 00100). . � m Bid Forms including the Bid, Bid Schedule(s), Information Required of Bidder, Bid Bond, and all required certificates and affidavits (Section 00300). • Pec•formance Bond (Section 00610). o Paytnent Bond (Section 00620). � • General Conditions (Section 00700). o Supplementary General Conditions (Section 00800). • Technical Specifications as listed in the Table of Contents, including appendices. • Drawings as listed in the List of Drawings. • Addenda numbers 1 to 1 , inclusive. • Change Orders which may be delivei•ed or issued after Effective Date of the Agreement and are not attached hereto. There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Paragraph 3.04 of the General Conditions. ARTICLE 7. WAIVER OF IMMUNITY. Tlie CONTRACTOR and OWNER acknowledge and agree that they have negotiated the following in accordance with the reyuirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under 'I'itle 51 RCW. The CONTRACTOR and OWNER acknowledge and agree to the reqt►irements for indemnification in paragraphs 00700 6.20 and 00800 SC-6.20. The provisions of this article shall survive the termination or expiration of this agreement. ARTICLE 8. SUSPENSION OF WORK AND TERMINATION The Contractor agrees to the right of the OWNER to suspend work or terminate this agreement as indicated in Article 15 of Section 00700 (Standard General Conditions) and Section 00800 (Supplementary Conditions). � (Contractor Initials) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 AGREEMENT � 00500-2 � � � �-� �� !_� '� �� ART[CLE 9. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The OWNER, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of an assignment for security purposes the OWNER may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other parry hereto, its partners, successors, assigns and legal representatives in respect oCall covenants, agreements and obligations coi�tained in the Contract Documents. � IN W[TNESS WHEREOF, OWNCR and CONTRACTOR llave caused this Agreement to be executed the day and year first above written. '_ ' l`; �r�. i1 I , .d_a VN"- NLI��,/� �� 1 '� 1 ' � : • • � � / /�.�� ' ��LV > � . ' ��`� ��1 CONTRACTO Coatings BY Greg Snider, P�es , [CORPORA,�'E S Att�nc� G�-.I--L-LL � � Ad ress fo givin notices ; � �� '� 3 � '� '�' 1� 1 Approved as to Foi � ( ' nature) ��•� �'� (Title) RESERVOIR 10 NORTH — INTERIOR COATING REPLACEMENT FEBRUARY 2015 Karen L. Parsons, Office Address for giving notices 18420 68th Ave S., Ste 110, Rent WA 98032 License No. COATIIII097RA Agent for service of process: Greg Snider 18 6 8 t h Ave S., Ste 110, Kent WA 98032 T ► `:��a ? ? q' t� ? Y.{ :�,, •'� � ;; � s �;7: 4r '' j �.��4,) �i' ,.;a,�. ! _ �; , %�! r ,.,. , ; C-; ° r .-,�... . . ....':. '� v . � �� o� � � . � �' p � � 6S a } �." � .:.f ` �' S: y � y � ` :. �' 4'T4 - ;, p �. ' � �µ'�, AGREEMENT a0500-3 ,� ' AGREEMENT CERTIFICATE (if Corporation) STATE OF WASHINGTON COUNTY OF RING ) ) SS: ) I HERF.BY CERTIFY that a meeting of the Board of Directors of the Coatings IInlimitied Inc. 18420 68th Ave S., Ste 110, Rent, WA 98032 a corporation existing under the laws of the State of Washington . held on .:•.�:March 18 , 2015, the following resolution was duly passed and adopted: ,/ e � .' •• , 'el.. � - "RESOLVED, that Gre Snider as -`�c�>'�' tlie President `� of'the Corporation, be and is hereby authorized to execute the Agreement dated 3� . 2015, €J. ``•.,� :by�and between this Corporation and City of Bremerton and that his/her execution thereof, `�� attested by the Secretary of the Corporation, and with the Corporate Seal affixed; shall be the =:°�;' �. :'..�. . '� ; , , � .. ' , ... �.' I r ,� . . . . °•�:.,. ,: ;; i�;�... _ act and deed of this Corporation.' �_ '"YFY...... ,^•'a'z:.��;�. 1 further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto :set'my�haricl'and �affxed:the official seal of'the corporation this 18th , day of March �'" -. , 2015. ,.—� �'; r ; (SEAL) RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 AGREEMENT ' 00500-4 ' Greg Snider, President ' j ' 1 ti� Bond #58720005 SECTION 00610 PERFORMANCB BOND '� . � � e._I � ,,� '� F � 6.�� ,� '� �� 1� . '� '� '� �� ,.� �? � F..� a i KNOW ALI, MEN BYTHESE PRESENI'S, Tl�at Coatings Unlimited, Inc. as CONTRACI'OR, atld Western Surety Company as Surety, ai•e held and firmly Uoi��id unto City of Bremerton liereinafter called "OWNER," in tlle su�n of two hundred eight thousand one hundred eight and 15/100 ($208 108 15) dollars, Foi tl�e payme�it of wliicli sum, well and truly to be made, we bi�id ottrselves, ot�i• heirs, exec�ttoi•s, adu�ij�isn•atoc•s, successai•s, at�d assigns, jointly anct severally, firmly by these pi•esents. Tf iF CONDITIQNS OF'I'HIS OBLIGATION AR� SUCH, tl�at said CONTRACTOR lias been awarded and is about to ente►� into tl�e annexed ngi•eernent with said OWNER to pei•foi•izi tl�e WORIt as specified or indicated in tlie Cocitract Documents entitled "C[TY OP BREMCRI'ON, RESCRVOIR 1,0 NORTH -- INTERIOR COATING REPLACEMBNT"; �iow, tl�ereFore, Iii tt�e event CONTRACTOR fails to timely oi• propei•ly pez•foi•m any of tlie i•equirements of the Contract Documents at the ti�iies and in the manner contained therein, the Sw•ety shall be liable under this bond up to the amoun� of the bond for the fiill amount of the OWNERS's expenses to consh�itct or repaii• all wortc as we1! as all loss, cost, expei�se or damage suffered by tl�e OWNER in excess of the Conti•act amount due to the CON7'RACTOR'S failw•e ta com�ly with any coiih�act or permit coiiditions or otlier appl9cable laws a�id regtilations. 'I'lie Surety agrees that witl�in 30 cale�idar days of receiving ��atice that tl�e OWNER l�as declared a CONTRACTQR default and formally terminated the COiVTRACTOR'S right to coinplete tlie Contract pursuant to its teizns and conditions ai�d tl�at tlie CONTRACTOK l�as defaulted oit al! oi• part of tl�e tei�ins gtiaranteed by this bond, tlte Surety sliall eitlter: 1. Notify tlie OWNCR iii writing of its intent to aire tlie default itself wit}�i�� a reasonable period of time acceptable to the OWNCR. The OWNEk agrees to pay tiie balance of the Cont�•act price to the Surety in accordance with the terms of the Contract, or 2. Tendei• to tlie ObVNER the dema�ided sum, up to the amount of Y1ie bond. Howevet; if tl�e amaunt necessary for the OWNER to cure the default is less than the amount tendered, the OWNBR wiil return, without ititerest, aiiy overpayment to the Surety. PROVIDED, that any alterations in the WORI{ Yo be done or the nlaterials to be f�n•nished, ot• chauges in the time of completion, wliich inay be made pursuant to ti�e terms of said Contt•act Documents, si�all not i�i a«y way release said CONTRACTOR or said Stn•ety hereundei•, nor sliall any extensions oF time gt•anted u�tder tlie pi•ovisions of said Contract Documents, release eithei• said CONTRACTOR or said Surety, aiid notice of sucli alterations oi• extei�sions of tlie Agreente�it is hereby waived by said Sttrery. Et�SERVOIR 10 NORTH — INTERIOR COATING REPLACEMENT PERFORMANCE BOND FEaRU,�zy2ors oosrar �� .� �� '� '�} �...1 '� ,� Erf ' 6'� '� �� ,.� ' 6� '� �� e '� �� '� '� i E� PERFURMANCE BOND (page 2 of 2) The obligatioi� of tiie Surety shall i�iclude i•eiit�bursing tlie City for all costs and expeiises, (includiiig 6ut not limited to fees and cl�ai•ges of engineers, architects, attorneys, and otiiei� professionals, and court costs if litigation is com►nenced) incuri•ed by tt�e OWNER in enforcing tlie provisions of tt�is Bond. Tlie CONTRl1CTOR hereby agrees tl�at the CONTRACTOR'S obligatioi� to perform the requii•ed work is not liinited to the amowit af fiuids I�eld by the Siu•ety. This boiid is iri•evocable and camtot be ca�iceled by the S�u or the CONTRACTOR. This bo�id shafl re�»aiii in fiill force aiid effect for a period of ane (1) year following fi�ial acceptaTice of tl�e pi•oject by the City, and until the bond is released in writing by the OWNER at the written request of tlie Surety or C(}NTRA,CTOR. IN WITNESS WI-ICREOF, we l�ave here i der set our hands and scals tliis 5th day of March 2015. .e �� N L rly� U: �1�17L i Coatings Unlimited, Inc. 1 r��rtACTo Western Surety Company (SEAL) (Surety) f �. `�' p . BY. - J UY. fi . `(Sign tw•e and (SEAL ANU NOT�IRIAL ACKNOWL.EDGCMENT OF SURETY) Addi•ess of Surety to whicli all notices sliatl be sent: Add��ess of Stirety for seivice of process: (must Ue a pl�ysical address) RESERVOIR 10 NORTH — INTERIOR COATING REPLACEMENT FEBRUAKY 2015 333 5. Wabash Avenue, 41st Floor Chica o, IL 60604 same PERFORMANCE BOND 006iU-2 i I � I 1� � � - 1' . ._. f Western Surety Company POWER OF ATTORNEY APPOINTING Il\DNIDUAL ATTORI�EY-IN-FACT Know All Alen B}• These Presents, That WESTER\ SURETI' COMPANY, a South Dakota corporation, is a duly organized and existing corporation hav�ne its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtuc of the si�nature and seal herein affixed hereby , � make, constitute and appoint !j �� '.� '� '� � 1� '� 1� '' s� '� .. Don Bacic, Maria Moss, Marilyn Larson, Brian Daniels, Brian O'Neil, Regan I�upf, Individually of Seattle, R'A, its truc and lawful Attorney(s)-in-Fact with full power and authonty hercby conferred to sign, seal and execute for and on its bchalf bonds, undertal:mgs and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed b}• a duly authorized officer of the corporation and all the acts of said Attomey, pursuant to the authoriq� hereby given, are herebv ratified and confirmed. This Pow-er of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof, duly adoptcd, as indicatcd, by the sharcholders ofthe corporation. In ��'itness Whereof, �VESTERN SURETY CO�ViPANY has caused these presents to be signed by its Vice President and its corporate scal to he hereto affixed on this 29th day of luly, 2014. s us�aEr} •, ; WP?�..pOq.:oo;� -N!VO q l�,;:° y ' _;� i= � w� SE.A�.j�'�; �L s+ .� k�jl1 OPµ�+� �" State of Sou[h Dakota l T SS County of Mmnehaha J WESTERN SURETY COMPANY 'aul T. Bruflat, Vice President On this 29th day of July, 2014, beforc me personally came Paul T. Bruflat, to mc known, who, being by me duly sworn, did depose and say: that he residcs in thc City of Sioux Falls, State oC Sout6 Dakota, that he is the Vice President of WESTERN SURE"tY CO,�IPANY described m and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal, that it was so affixed pursuant to authority given by the Board of Dircctors of said a�rporation and that hc signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires *`"""""""�`""'"'�"•'^�""�`�• f J. b10HR f ' s NOTARY PUBLIC Junc 23, 2015 � SEAL sen� ; r SOUTH DAKOTA F�� i a�,.+.w.Y.w.ti.r,�+...�rr,.r.ti4 � �� ,� r ,� 6..� , � Form F42R0-7-2012 CERTIFICATE � J. Mohr, Notary Public I, l,. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set furth is still in force, and (uRher ceR�fy that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed thc scal of the said corporation this � day of __V'! lln�rv�n ,��. �"�RET�`y�.,� �?�,. _._...... � � �.r,,. oQ,POqq�, e _ =WE4 1^;a� . ' �i;Sfpb:'�: �'�'.. Pa �'a�lijN �A�,d� WESTERN SURETY COMPANY L. Nelson, Assistant 3ecretary � 1 r, � '.� �� '� Bond #58720005 SECTION OQ610 PAYMENT B011iD �� KNOW AI.L MEN BY THrS� F'RESENTS, ,� That Coatings Unlimited, Inc. as CONTRACTOR, I� ,� �� ,� �� ,� ' � � atld __ Western Suret Company 8S $liCe�, are held and 6rmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of two hundred eight thousand one hundred eight and 15/100 ($208,108.15) doltacs, foi• the payment of which stnn, well and tr�ily to be macle, we Uind ourselves, oar heirs, exec�itol•s, administ►•ators, successors, and assigns, jointly anc� sevei•ally, lii•mly Uy tliese presents. THF, CONDITIONS OF TI-IIS OBL[GAT10N AItE SUCH, tliat said CONTRACTOR l�as been awarded and is aUout to enter iuto tl3e annexed Agreemeiit witli said OWNER to perfoi�n the WORK as specified oi• indicated in the Co��tract Docume�its entitted "CITY OF BREMERTON, RCSF;RVOIR 10 NORTH — INTERIOIi COATIl1lG REPLACCMENT"; �tow, tl�ei•efore, If said CONTRACTOR, or subcontrac�ot•, fails to pay For any matei•ials, equip�nent, or other suppiies, or for rental oF same, used in connection with the perfor►na��ce of work contcacted to be c�one, or for amounts due imder applicable State law For any worlc or tabor thereo��, said Surety will pay for the same in an amoiuit not exceeding the sum specified above, and, in the etrent suit is brought ttpon this bond, �•easonable attoi•�iey`s fees to be fixed by the cotii•t This bond st�all inure to tf�e benefit of a�iy pei•sons, compaiiies, or corporations entilted lo file claitns u�ider applicable State law so as to give a �•iglit of action to tl�ent or rlieir assigns in a�iy suit bi�ougl�t upon tl�is bond. PROVIDED, tl�at aiiy alterations in tlie WORK to be done or tl�e materials to Ue fiii•nished, or changes in the time of compietion, whicli ►nay be made pursuant to tlie terrns of said Contract Docuinents, s}�all not itz a�iy way release said CON1'RACTOR or said Sui•ety thereuiider, ►ior sl�all any exte��sions of time granted under the provisions oF said Contract Documents i•elease eithei• said CONTRACTOR oi• said Surei.y, aud notice of such alterations or exte�isions of tt�e Agt•eement is hereby waived by said Surety. The oUligation of the Si�i•ety sl�all inciude i•eimbursi�ig the City of all costs and expenses, (including, �� but not limited to fee a�id dia�ges of engineers, ai•cliitects, atto�•neys, a�id othei• pi•ofessio�ials, and court costs if litigation is com�tienced) incurred by tlie OWNER in enforcing the pravisions of tl�is Bo�id. ,� '� �� RESEf2VOIR 70 NORTH —[NTERIOR COATING REPLACEMENT pAYMENT BOND FFBRUARY 2015 00620-1 � � � � '� ,� �� '� �� 1� �� ,,� ',� � .� 1� '� '� � PAYMENT BOND (�age 2 of 2) IN WITNIsSS WHEREOF, we have l�ereu��der set our 1}at�ds and seals ti�is 5th � of March .2015. Coatings Unlimited, Inc. (CON't'FtACI'OR) : Western Surety Com pany (Surety) �y: ' .,,�►-� ; Sigrfa�iire a�id SCA (SCAL 11ND NOTARIAL ACKNOWL�DGEMEN'I' (?r SURF.TY) Address of Surety to whicl� all i�otices shall be sent 333 S. Wabash Avenue, 41st Floor Chicago, IL 60604 Address of Surety foe• service of process: (rrnist be a ptiysical addr•ess) sa m e RESERVOIF210 NORTH — INTERIOR COATING REPiACEMENT FEBRlIARY 2015 PAYMENTBOND ooszaa �� • .. 11 � �� Western Surety Compan y POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-Ll\'-FACT Know All �1en By These Presents, That �VES"CERN SURETY COMPANY, a South Dakota cor}�orahon, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein afCxed hercby make, const�tute and appoint Don Bacic, Maria Moss, Marilyn Larson, Brian Daniels, Brian O'Neil, Regan Hupf, Individually '� �� ,� �� '� �� '� 1� � .� ,� '� of Seattle, WA, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were sioned by a duly authorized officer of the corporation and all the acts of said Attomey, pursuant to the authority hcreby given, are hercby ratificd and confirmed. the sharcholdcrs of thc corporation. This Power of Attorney is madc and executed pursuant to and by authority of the Ciy-Law printed on thc revcrse hcrcof, duly adopted, as �ndicated, by In �Vitness �Vhereof, WESTGRN SURETY COMPANY has caused these presents to be signed by �ts Vice President and its corporate seal to be hereto affixed on this 29th day ofluly, 2014. State of South Dako�a 1 � ss County of Minnchaha J .�rS�AE1yw. �,.�'P?.•'.__...., .C��ay e..'"; p PV Cqq t : o' _W: �F !__:` i\. SE A�. i i'�: J''. P. `��, �� p ��: „ w WESTERN SURETY COMPANY aul T. Bruflat, V�ce President On this 29th day of July, 2014, bcfore me personally came Paul T. Bru(lat, to me known, who, being by me duly sworn, did depose and say: that hc resides in the City of Sioux Falls, State of South Dakota; that hc is thc Vice President of WESTERIV SURETY COMPANY descnbed in and which executed the above instrument; that he knows the seal of said corporahon; that the seal affixed to the sa�d instrument is such corporate seal; that it was so aflixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like uuthority, and acknowledges same to be the act and dced of said corporation My commission expires •�"""w'w'w'�'•�'•'•'-+�+�'w'+ f i J. MOHR lune 23, 2015 f sEa� NOTARY PUBLIC SEAL � j SOUTH DAKOTA i f f d 0 - ' + • - - - - - - �,.,.,..�....,�......,....,�.. ♦ �.vc�v 1. Mohr, Notary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COIviPANY do hereby certify that the Power of Attomey hereinabove set forth is still in Force, and further cert�fy that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this �� day of (�� Form F4280-7-2U12 .a �'��yRE�� r, _ NP4Q,P ORq)��D= :z= _ s��Sfpb,'a�. m�� p,,. �.��,.oA.� WESTERN SURETY COMPANY L. I�ielson, Assistant Secretary � 1 1 ' 1 ' ' ' ' i � � ' ' 1 � ' , , Version: 2-04-15 C.ITY OF BREMERTON STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Copyright O 2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 ww��.nspe.or� American Council of Engineering Companies 1015 15th StreetN.W., Washington, DC 20005 (202) 347-7474 w��w.acec.or� American Society ofi Civil Engineers 1801 Atexander l3ell Urive, Reston, VA 20191-4400 (800) 548-2723 w�� w.asce.or�; Associated General Contractors of America 2300 Wilson Boulevard, Suite 400, Arlin��ton, VA 22201-3308 (703) 548-31 18 www.a ��,c.or� The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE. � � ' C I TY OF B 1ZE M ERTON STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS ' Arlicle 1— Dclinitions and Tcrminology ..................................................... ' I.OI Dcfined Terms ...................................................: ................... 1 .0? Terminology ........................................................................... ' , � ' ' ' � � 1 � ' ' � Page .................................................. 1 .................................................. 5 Article 2 — Preli►ninary Matters ............................................................................................. 2.01 Delivery ofi Bonds and Evidence of Insurance ............................................... 2 .02 Copies ot' Documents ....................................................................................... 2.03 Commencement of Contract Times; Notice to Proceed .................................. 2 .04 Starting the Work .............................................................................................. 2.05 [3efore Starting Construction ............................................................................ 2.06 Preconstruction Conference; Designation of Authorized Representatives ..... 2.07 Initial Acceptance ofi Schedules ....................................................................... ....................... 7 ....................... 7 ....................... 7 ....................... 7 ....................... 7 ....................... 7 ....................... 8 Article 3— Contract Documents: Intent, Amending, Reuse .............:.............................................................. 8 3 .01 Intent ............................................................................................................................................. 8 3 .02 Reference Standards ..................................................................................................................... 9 3.03 Reporting and Resolving Discrcpancies ...................................................................................... 9 3.04 Amendin� and Supple►nenting Contract Documents ................................................................ 10 3 .05 Reuse o1� Documents ................................................................................................................... ] 0 3 .06 Elcctronic Data ........................................................................................................................... 1 1 Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points .......................................................................................................... 1 1 4 .01 Availability of Lands .................................................................................................................. I 1 4.02 Subsurtacc and Physical Conditions .......................................................................................... 1 1 4.03 Differing Subsurface or Physical Conditions ............................................................................. 12 4 .04 Underground Facilities ............................................................................................................... 13 4 .05 Reference Points ......................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site ............................................................................. 15 Article E3onds and Insurance ..................................................................................................................... 16 5.01 Performance, Payment, and Other Bonds .................................................................................. 16 CI I'Y OP F3RGMIiR'fUN STANDARD (iEN1iKnL C'ONDI'IIONS ' 5.02 Licensed Sureties and Insurers ................................................................................................... I 7 5.03 Cerlificates of Insurance ............................................................................................................. 17 5.04 Contractor's Insurance ................................................................................................................ 17 ARTICLE 6---c;ontractor's Responsibilities ................................................................................................... 21 f.01 Supervision and Superintendence .............................................................................................. 21 6.02 Labor; Working Hours ............................................................................................................... 21 6.03 Services, Materials, and Equipment ............................................................. .............................. 22 6.04 Progress Schedule ....................................................................................................................... 22 6.05 Proposed Substitutions or "Or-Equal" Itein ............................................................................... 22 6.06 Concerning Subcontractors, Suppliers, and Others ................................................................... 25 6.07 Patent Fees and Royalties ........................................................................................................... 26 6.08 Perm its ........................................................................................................................................ 27 6.09 Laws and Regulations ................................................................................................................. 27 6. I 0 Taxes ........................................................................................................................................... 28 6.1 1 Use of Site and Other Areas ....................................................................................................... 28 6.12 Rccord Documents ..................................................................................................................... 29 6.13 Saiety and Protection .................................................................................................................. 29 6.14 Safety Representativc ................................................................................................................. 30 6.15 Hazard Communication Programs ............................................................................................. 30 6.16 Emergencies ................................................................................................................................30 6.17 Submittals ................................................................................................................................... 31 6.18 Continuing the Work .................................................................................................................. 32 6.19 Contractor's General Warranty and Guarantec .......................................................................... 33 6.20 Indemnification ........................................................................................................................... 34 6.2 I [.)elcgation of Professional Design Services .............................................................................. 35 Articic 7- Other Work at the Site .................................................................................................................. 36 7.01 Related Work at Site ................................................................................................................... 36 7.02 Coordination ............................................................................................................................... 36 7.03 Legal Relationships .................................................................................................................... 37 Article 8 - Owner's Responsibilities ................................................. 8.01 Communications to Contractor ..................................... 8.02 Replacement of Engineer .............................................. 8.03 Furnish Data ................................................................... 8.04 I'ay When Due ............................................................... 8.05 Lands and Easements; Reports and Tesls ..................... Cfl'Y OF BREMERTON ............................................................. 37 ............................................................. 37 ............................................................. 37 ............................................................. 37 ............................................................. 37 ............................................................. 37 S'I'ANDnRD GIiNIsR�1L CONDI"I'IONS 8.06 Insurance ............................................................................................. 8.07 Change Orders .................................................................................... 8.08 Inspections, Tests, and Approvals ...................................................... 8.09 Limitalions on Owner's Responsibilities ........................................... 8.10 Undisclosed Hazardous Environmental Condition ............................ 8.1 1 Compliance with Safety Program ...................................................... ..................................... 38 ..................................... 38 ..................................... 38 ..................................... 38 ..................................... 38 ..................................... 38 Article 9— Engineer's Status During Construction ........................................................................................ 38 9.01 Owncr's Representative .............................................................................................................. 38 9.02 Visits to Site ................................................................................................................................ 38 9.03 Resident Projcct Representative ...................................... ........................................................... 39 9.04 Authorizcd Variations in Work .................................................................................................. 39 9.05 Rejecting Defiective Work .......................................................................................................... 39 9.06 Submittals, Change Orders and Payments ................................................................................. 39 9.07 Determinations for Unit Price Work .......................................................................................... 40 9.08 Decisions on Kequirements of Contract Documents and Acceptability of Work ..................... 40 9.09 Limitations on Engineer's Authority and Responsibilities ........................................................ 40 ' , ' , � 1 Article 10—Changes in the Work; Claims .............................. 10.01 Authorized Changes in the Work ........................ 10.02 Unauthorized Changes in the Work .................... 10.03 Execution of Change Orders ............................... 10.04 Notification to Surety .......................................... 10.05 Claims .................................................................. ....................................................... 41 ....................................................... 41 ....................................................... 41 ....................................................... 41 ....................................................... 42 ....................................................... 42 Article 1 I— Cost of the Work; Allowances; Unit Price Work ....................................................................... 43 1 1.01 Cost of the Work ......................................................................................................................... 43 1 1.02 Allowances ................................................................................................................................. 45 1 1.03 Unit Price Work .......................................................................................................................... 46 Article 12 — Change of Contracl Price; Change of Contract Times ............................................................... 47 12.0 I Change of Contract Price ............................................................................................................ 47 12.02 Change of Contract Times .......................................................................................................... 50 12.03 Delays ..........................................................................................................................................50 Article 13 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 5 I 13.0I Notice ofi Deiects ........................................................................................................................ 51 13.02 Access to Work ........................................................................................................................... 52 13.03 Tests and Inspections ............................................................................................:..................... 52 CITY OI' 13RF.MER'f ON S'I'ANDARI) GF..NIiRAL CONI�ffIONS 13.04 Uncovering Work ....................................................................................................................... 53 13.05 Owner May Stop the Work ........................................................................................................ 53 13.06 Correction or Removal ofi Defiective Work ................................................................................ 54 13.07 Correction Period ........................................................................................................................ 54 13.08 Acceptance of Defective Work .................................................................................................. 55 13.09 Owner May Correct Defective Work ......................................................................................... 55 Article 14 - Payments to Contractor and Completion .................................................................................... 56 14.01 Schedule of Values ..................................................................................................................... 56 14.02 Progress Paymcnts ...................................................................................................................... 56 14.03 Contractor's Warranty of Title ................................................................................................... 60 14.04 Substantial Completion .............................................................................................................. 60 14.05 Parlial lJtilization ........................................................................................................................61 14.06 Final Inspection ...........................................................................................................................61 14.07 Final Payment ............................................................................................................................. 61 14.08 Final Completion Delayed .......................................................................................................... 64 14.09 Waiver of Claims ........................................................................................................................ 64 Arlicle 15 - Suspension of Work and Termination .................... 15.01 Owner May Suspend Work .................................... 15.02 Owner May Terminate for Cause ........................... 15.03 Owner May Terminate For Convenience ............... 15.04 Contractor May Stop Work or Terminate .............. ............................... ............................... ... 65 ... 65 ... 65 ... 66 ... 66 Article 16 - Dispute Resolution......... 16.01 Methods and Procedures ............................... ............................. •- .......... 67 .......... 67 Article17 - Miscellaneous .............................................................................................................................. 67 17.01 Giving Notice .............................................................................................................................. 67 17.02 Computation of Times ................................................................................................................ 67 17.03 Cumulative Remedies ................................................................................................................. 67 17.04 Survival ofi Obligations ............................................................................................................... 68 17.05 Conlrolling Law .......................................................................................................................... 68 17.06 Headings ..................................................................................................................................... 68 17.07 Administrative Procedures and Forms ........................ 17.08 Right to Audit .............................................................. 17.09 Severability .................................................................. 17.10 Waiver .......................................................................... ................................................ 68 ................................................ 68 ................................................ 69 ................................................ 69 CI'I'Y OP RKI?MER'I'ON S'I'I�NDARf) GI.iN1:RAL CONDIIIONS 1 , Article 18— WASHINGTON STATE REQUIREMENTS ........................................................................... 69 18.01 Trench Excavation Safety Systems ............................................................................................ 69 � 18.02 Payment ofi Prevailing Wages .................................................................................................... 69 18.03 Water Pollution Control Requirements ...................................................................................... 71 , 18.04 Prevention of Environmental Pollution & Preservation ofi Public Natural Resources ............. 71 , , 1 ' ' 1 � ' ' , , ' ' � ; C'ITY OF BIt13M1�,R'1'()N S"I'ANDARD GENI�RAI. C;ONDI"I�IONS 1 ' ' ARTICLF 1– DEFINITIONS ANU TERNIINOLOGY 1.01 Defined Terms ' ' 1 ' 1 ' � LJ � ' ' ' , 1 , A. Wherever used in lhe Bidding Requirements or Contract Documents and printed wilh initial capital Ictters, the terms listed below will have the ►neanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically de(incd, terms with initial capital letters in the Contract Documents include references to identilied articles and paragraphs, and the titics of othcr documenls or forms. 1. Act of' God – An earthquake, tlood, cyclone, or other cataclysmic phenomenon of nature. Rain, wind, tlood or other natural phenomenon of intensity less than that rccorded for the locality of the Work shall not be construcd as an Act ol' God and no reparation shall be made to Contractor for damage to the Work resulting there from. 2. Ad�lenc�a—Written or graphic instrumcnls issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 3. �lgreement—Thc written instrumcnt which is evidence of the agreement between Owner and Contractor covcring the Work. 4. �lpplicutiort ,fi�r Payme�zt The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by thc Contract Documents. 5. A.shesto.s—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fiibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 6. Bic� The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be perli�rmed. 7. Bid Bond – The security to be furnished by the l3idder on the form fiirnished as a guaranty of good faith to enter into a contract for the Work contemplated if it be awarded to f3idder. 8. Bidder---The individual or entity who submits a Bid directly to Owner. 9. Bidding Doct�mer�t..5—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 10. 13idding Reyzriremenl.s—The advertisement or invitation to bid, Instructions to Bidders, Bid sccurity of acceptable form, if any, and the Bid Form with any supplements. I 1. Chnnge Order– A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or at�cr the Effective Date of the Agreement. ' Cf'I'Y OI' E3RI?ti11;RTON S'I'ANI)AKI) GENIiRAI, C;ONI)I'I'IONS 00700-I ' 12. Clairn—A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 13. C,'larificatior� — A written document issued by the Engineer to the Contractor that interprets the requirements and/or design intent of the Conlract Documents, which may not represent an addition, deletion, or revision in the Work or an adjustment of the Contract Price or the Contract Times. Request For Claritication forms will be provided by the Owner for the Contractor's usc when seeking Clarification. 14. Confor-med Contruc•t Doci.�rncnt.i — Contract Documents issued for construction that include the A�neement, Bonds, Insurance and Addenda. 15. G�ntruct— The entire and integrated written agreement between the Owner and C:ontractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 16. Contract Docttment..s—Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 17. Contract Pyice—The moneys payable by Owner to Contractor for completion of the Work in accordancc with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 1 1.03 in the case ofi Unit Price Work). 18. G�ntruct Time.s—The number of days or the dates stated in the Agreement to: (i) achievc Milestones, if any; (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready fior final payment as evidenced by Engineer's written recommendation ofi iinal payment. I 9. Cc�ntractor—The individual or enlity with whom Owner has entcred into the Agreemenl. 20. Cost of �the Wi�rk --See Paragraph 1 1.O1 i��r def nition. 21. De.ti�ign Cngineer — The City's Consulting Engineer, or statf� Engineer who prepared the drawings and specitications. 22. Drait>rn�,Ts—That parl of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be perfiormed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 23. Ef/�eetive 1)ufe of�the Agr•eement—The date indicated in the Agreement on which it becornes efi�ective, but if no such date is indicated, it means the date on which the Agreement is signcd and delivered by the last of the two partics to sign and deliver. 24. En�Tdnecr--The Engineer is defiincd as the City Engineer of the City of Brcmerton, Washington. CI'I'Y OI 13RF_MF,R'I�ON � Sl'ANUARD GIiNERAL �'ONDI"I'IONS 00700-2 ' � ' 25. Engineer'. PYOjL'C1 Manage�• – The authorized agent or employee of the Engineer, designated by the Engineer to represent the Engineer in performing the Engineer's duties related to the Work. ' , ' 26. Finul Completion and Acceptance – The time when all incomplete WORK has been completed, all Defective Work has been corrected or accepted by the Engineer and Owner, and all of the Conlractor's duties and requirements have been satisfactorily discharged, as evidenced by the Engineer's Notice ofi Final Completion and Acceptance. 27. Cener-ul Reyuirenzents—Sections of Division 1 of the Specifications. 28. Huzardoar.s /s 'nvironmenlul Condr.'tron- -The presence at the Site of Asbestos, PCBs, ' Petroleum, Hazardous Waste, or Radioactive Material in such quantilics or circumstances that may present a substantial dan�;er to persons or property exposed therceo. ' ' ' ' � ' ' 29. Hc�.urdi�zr.s Wu.ste—The term Hazardous Waste shall have the meaning provided in Section 1004 ofi the Solid Waste Disposal Act (42 USC Scction 6903) as amended from time to time. 30. Holr.'day--A non-working day corresponding to a legal holiday adopted by the City of [ire►nerton City Council, during which City ot�ices are closed. 31. Lcrw.s und Regislatinns; La►us or Rcgzrlation.s—Any and all applicable laws,.:,rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. � . 32. Lien.s—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 33. Mile.stnne—A principal event specilied in the Contract Documents relating to an intermediate completion date or time prior to Substantial Complction of all the Work. 34. Notice of'Awurd—The written notice by Owner to the Successfill Bidder stating that upon timely compliance by the Successful [3idder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. ' 35. Notic•c to Proceed—A wrilten notice given by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. ' , ' 36. Owner—The Owner is defined as the City of Bremerton, located at 345 6` Street, WA 98337. 37. Payment Bond – The form of security approved by the Owner and furnished by the Contractor and Contractor's Surety guaranteeing payment for all labor, materials, services and equipment furnished for use by the Contractor in performance of the Contract. 38. PCBs- Polychlorinated biphenyls. � CI'I'Y OF BRkiMER'I�ON S'I'ANI.)nRl.) GBNI;RAL CONDI I'IONti 0070(1-3 ' 39. Performance Bond — The form of security approved by the Owner and furnished by the Contractor and Contractor's Surety guaranteeing the complete and faithful performance of all the obligations and conditions placed upon the Contractor by the Contract. 40. Petrolea�m—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolutc), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 41. Progress Schedzrle—A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 42. Pj•oject.—The total construction of which the Work to be perfiormed under the Contract Documents may be the whole, or a part. 43. Radioactive Materiul—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 201 1 et seq.) as amended from time to time. 44. Re.cident Project Representative—The authorized agent or employee of the Engineer designated by the Engineer to represent the Engineer in on-site Work. The Resident Project Representative will act as directed by and under the supervision of the Engineer's Project Manager. 45. Sumples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 46. Schedarle of�Sa�hmittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to supporl scheduled performance of related construction activities. 47. Schedt.rle of Vulues—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewin� Contractor's Applications for Payment. 48. Shop DruwinKs—All drawings, diagrams, illustrations, schedules, and othcr data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 49. Sitc--Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 50. Spec•ifrcation.s—That part of the Contract Documents consisting of written requirements for matcrials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. C'I"I'Y OI� I3REMERTON S"1'ANDnRD (�ENERAI. CONDI'I'IONS 1 00700-4 ' 1 ' 51. Suhcontractor An individual or entity having a dircct contract with Contractor or with any other Subcontractor for the perl'ormance ofi a parl ot'the Work at the Site. � 52. SarhstuntiuJ Complc�tion—The time at which the Work (or a specified parl thereofi) has reached a level of completion where, in the opinion of Engineer, the Work (or a specitied part thereot) is sufficiently complete, in accordance with thc Contract Documents, to be ' utilizcd for the purposes fior which it is intended, as evidenced by Enginecr's Notice ofi Substantial Co►npletion. The terms "subslantially complete" and "substantially completed" as applied to all or part ofi the Work refier to Substantial Completion thereofi. ' , ' 1 ' ' 53. Succe.s.�•fi�l Bic�der=The Bidder submitting a responsive Bid to whom Owner makes an award. 54. S2.rpplementcrrl� Conditions- That part of the Contract Uocuments which amends or supplements thcse General Conditions. 55. Supplier—A manulacturer, fabricator, supplier, distributor, material man, or vendor having a direct contract with Contractor or with any Subcontractor to lurnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 56. Uncic�r� Ti"01f)1L� Fac:ili�ie.s-- All uilderground pipelines, eonduits, duets, cables, wires, manholes, vaults, tanks, tunnels, or olhcr such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable tclevision, water, wastewatcr, storm watcr, other liquids or chemicals, or traftic or other control systems. 57. Unit Pf�ice Woi°k Work to be paid for on the basis of unit prices. , 1 ' ' � i ' 58. Wo�-k—The entire construction or the various separately identitiable parts thereof required to be provided under thc Contract Documents. Work includes and is the result of performing or providing ali labor, services, and documentation nccessaiy to producc such construction, and f'urnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 59. Work Chunge Dir•ective A written statement to Contractor issued on or a(ter the Et�ective Date of the Agreement and signed by Owncr and recommcnded by Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which thc Work is to be perf'ormed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parlies expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequcntly issued Change Order following negotiations by the partics as to its effect, if any, on the Contract Price or Contract Times. 1.02 TL'l �minolo�ry A. Thc words and terms discussed in Paragraph 1.02.B through F are not detined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. ' C'I'I'Y OI� 13K1?MI?R'1'ON S'I'AND1IRD (iFN1iRAl. CON1�17'IONS 00700-5 ' E3. Intent of'Certuin Terms or Adjective.s: The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like eiT'ect or import to authorize an exercise o['professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "salisfactory," or adjectives of like et�ect or import are used to describe an action or determination of Enginecr as to the Work. It is intended that such exercise of professional judgmcnt, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whoie as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use o1'any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the perfiormance ot� the Work, or any duty or authority to undertake responsibility contrary to the provisions o1' Paragraph 9.09 or any other provision oi' the Contract Uocuments. C. Du}�' 1. The word "day" means a calendar day of 24 hours measured firom midnight to thc next midnight. D. Dc�fectrve: The word "defective," when moditying the word "Work," refers to Work. that is unsatisfactory, faulty, or deticicnt in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements ofi any applicable inspcction, ref'erence standard, test, or approval referred to in thc Contract Documents; or c. has been damaged prior to Engineer's recom►nendation of' final payment (unless responsibility for the protection thereofi has been assumed by Owner at Substantial C:ompletion in accordance with Paragraph 14.04 or 14.05). E. I 'lfi'19I ,s1�, Ir�s�ull PL'YfOYi77 Pr•ovidc: l. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and dcliver said scrvices, materials, or equipment to the Site (or some other specified location) rcady for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, ►naterials, or equipment complete and ready for inlended use. 3. The words "perfiorm" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. LI"I'Y (>I' 131ZI;MI:K"I'ON S'I'ANI)nRD C;I•:NF.IiAI. CONI)I7'IC)NS 00700-b ' ' 4. When "tiurnish," "install," or "perform," are not uscd in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, "provide" is implicd. ' 1 F. llnless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recog meaning. ARTICLE 2 — PItEL1MINARY MATTERS , 2.01 Dc�liver}� nf Bonds aftd Evidence ��f Insar�-unce ' A. When the Contractor delivers the signed Agreement to the Owner, the Contractor shall a(so deliver such Bonds, insurance policies and insurance certificates in the number of copies as the Contractor may be requircd to tumish in accordancc with the Contract Uocuments. ' 2.02 1 ' 2.03 ' ' ' ' ' 2.04 ' ' 2.05 Copies nfDoczrnt�nt.s A. The Owner shall furnish lo the Contractor live copies of Conformed Contract documents including Specitications, and reduced size Drawings. Additional copies and up to two full sized sets ofi Drawings will bc furnished upon Contractor's written request at the cost to the Owner of reproduction, handling and shipping. Commencement of'Contract Times; Notice to Proceecl A. The Contract Times will commcnce to run on the day indicaled in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Et�ective Date of the Agreement. B. Within sixty (60) calendar days following opening of Bids, the lowest responsivc, responsible Bidder will be furnished with Notice ofi Award accomplished by three copics each of the Contract Documents in form for Signatures. C. Within fil�een (15) business da_ys after receiving from the Owner Notice of' Award and thc Contract Documents in form for signing, Contractor shall sign and return the Contractor Documents and furnish to the Owner such Bonds and certifcates of insurance as are required herein. Startir�g thc• Wi�r-k A. Contractor shall start to perform the Work within 10 days of thc Notice to Proceed. No Work shall be done at the Site prior to the Notice to Proceed. �C'fOYC' SIGI'/[17��i �.�OiZSI)'1.lC11011 A. Prelimincrrv Schec/zrle.ti•: Within 10 days ai�er the Effective Date of the A� (unless ' otherwise specified in the C;eneral Requirements), Contractor shall submit to Engineer for timely review: ' Cfl'Y OF BRF:MF_.R'ION S'I'ANUi1Rl) GGNF',RnL CONI)I'I'IONS 00700-7 ' 1. A preliminary Progress Schedule indicating the times (numbers of'days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2.06 2.07 2. A preliminary Schedule of Submittals; and 3. A preliminary Schedule oF Values for all of the Work which includes quantities and prices of' items which when added together equal the Contract Price and subdividcs the Work into component parts in sul7icient detail to serve as the basis ('or progress payments during performance of the Work. Such prices will include an appropriate amount oi'ovenc�ad and prolit applicable to each item of Work. 4. A schedule of'proposed substitute (or-equal) Submittals. Precc�nstr 7./Cr1079 C0I1fG'/ DC'S1�17LillOil O f�Authorized Reprc�sentatives A. Prior to issuance of the Notice to Proceed, a confierence attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the partics as to the Work and to discuss the schedules referred to in Paragraph 2.OS.A, procedures for handling Shop Drawings and other submittals, processing Applications fior Payment, and maintaining required records. Initiul Acceptunce of'Schec�ule.s A. At Icast 10 days before submission of the tirst Application for Pay►nent a conference attended by Contractor, Engineer, and others as appropriate will be hcld to review for acceptability to Enginecr as provided below the schedules submitted in accordance with Paragraph 2.OS.A. Contractor shall havc an additional 10 days to make corrections and adjustments and to completc and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to and approved by the Engineer. 1. The Progress Schedule will be acceptable to Engineer ii' it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or pro��ress of the Work, nor interfere with or relieve Contraclor firom Contractor's full responsibility therefor. 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement fior reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation oi'the Contract Price to component parts of'the Work. ARTICLE 3— CONTRACT DOCUMENTS: INTF,NT, AMENDING, REUSF 3.01 Intent A. The C.ontract Documents are complementary; what is required by one is as binding as if required by all. CI'1'Y OF BREMEIt'fON S'I'nNl�/�RI� GI:N13Rn1, CONI�I'I'IONS uo�ou-s 1 ' ' ' E3. It is the intent of'the Contract Documents to describe a functionally complete project (or part thereo� to be constructed in accordance with the Contract Uocuments. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract [)ocuments or f'rom prevailing custom or trade usage as bcing required to produce the indicated result will be provided whether or not specifically cal(ed t�>r, at no additional cost to Owner. C:. Clarifiications and interpretations of the Contract [)ocuments shall be issued by En�ineer as provided in Arlicle 9. ' 3.02 Rc�ferencc� .Stcrftdards ' A. Standards, Specilications, C:odes, Laws, and Regulations 1. Reference to standards, speci(ications, manuals, or codes of any technical society, ' organization, or association, or to Laws or Regulations, whether such reierence be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in cftect at the time of opening of Bids (or on the Effcctive Uate of thc � Agreement if there were no Bids), except as may be otherwise specifiically stated in the Contract Documents. ' ' � 2. No provision ofi any such slandard, specification, manual, or code, or any instruction of� a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, f'rom those set fiorth in the Contract Documents. No such provision or instruction shall bc effective to assign to Owner, Enginecr, or any of their officers, directors, members, partners, employees,' agcnts, consultants, or subcontractors, any duty or authority to supervise or direct the performance ofi the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. ' 3.03 Reporti��g and Re,s��lvirr�,r Discrepa►�cies A. Reportin�l Di,screpancies: � ' ' ' 1 Contructor'.s Review of C�'ontrnct Docrrmer�t.s Before Sturtr.'f�g Work: Betore undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent fiigures therein and all applicable Iicld measurements. Contractor shall promptly reporl in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor discovcrs, or has actual knowledge of, and shall obtain a written interpretation or clarification from Enginecr bc1'ore proceeding with any Work affected thcreby. 2. Contractor's Revieiv nf Contr•act Dncumertt.s Darrin�,J Pef f��-mance of � Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work at�ected lhereby (except in an , C;I'I'Y OI� I;RE'.MI',R'I'ON S'I'nNDnRI.) C;I?NI�RAI, CONI)I I'IONS 00700-9 , emcrgency as requircd by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one ofthe methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conllict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had knowledge or should have known thereof [3. Resolvin�J Di.screpancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documenls shall take precedence in resolvin� any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. The provisions ofi any standard, specification, manual, or code, or the instruction of any Supplier (whcther or not specitically incorporated by reference in the Contracl Documcnts); or b. The provisions of any Laws or Regulations applicable to the performance of� the Work (unless such an interpretation of the provis+ons oI'the Contract Documents would result in violation of such Law or Regulation). 3.04 3.05 Amending ancl Szrpplemcnting Contr°act Doci�rnertts A. The Contract Documents may bc amended to provide for additions, deletions, and revisions in thc Work or to modify the tcrms and conditions thercof by either a Change Order or a Work Change Directive. However, the requirements of the Contract Documents may be supplemented and minor variations and deviations in the Work may bc authorized, by one or more of the following ways: 1. Engineer's approval of a Shop Drawing or Sample (subject to the provisions of Paragraph 6.17.D.3); or 2. Engineer's written interpretation or clarification. Reiisc� of �Docarrrtents A. Contractor and any Subcontractor or Supplier shall not: I. Have or acquire any title to or ownership rights in any of the Drawin�s, Specifications, or other documents (or copies of any thereo� prepared by or bcaring the seal of Engineer or its consultants, including electronic media editions; or 2. Reuse any such Drawings, Specifications, other documents, or copies thereofi on extensions of the Project or any other project without written consent of Owner and Engineer and specific written veri(ication or adaptation by Engineer. B. The prohibitions of this Para�naph 3.05 will survive final payment, or tennination of the Contract. Nothing herein shall preclude Contractor f'rom retaining copies ofi the Contract Documents fior record purposes. CTI'Y UI RRI:MIiR'I'ON S'I'ANDnKI� GI•:Nf;RAI, C(:)NI)I'I�IONS 00700-10 1 1 ' ' 1 ' 1 1 ' ' ' ' 1 ' ' ' ' ' 1 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner or Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are limited to the printed copies (also known as hard copies). Files in clectronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving parly. Any conclusion or infiormation obtained or derived from such electronic tiles will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govcrn. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, af�er which the receiving parly shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the transferrin� party. C. When transferring documents in electronic media format, the transfierring parly makes no representations as to long tenn compatibility, usability, or readability oi' documents resulting from the use of software application packages, operating systems, or computer hardware difi�ering from those used by the data's creator. ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL COND1T10NS; REFERENCE POINTS .� 4.02 Availability of ! anc�!ti• A. Owner shall furnish, as indicated in the Contract Documents, the Site upon which the Work is to be performed, rights-ofi=way or easements for access thereto, and such other lands which are designated for the use of the Contractor. Nothing contained in the Contract Documents shall be interpreted as giving the Contractor exclusive occupancy of the lands or right-of—way provided. Owner shall notify Contractor ofany encumbrances or restrictions not of general application but specifically related to use ofi the Site with which Contractor must comply in performing the Work. B. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. Szrhsurface and Physicul Conditions A. The Supplementary Conditio��s Icleratify: l. Those reports known to Owner of explorations and tests of subsurfiacc conditions at or contiguous to the Site. 2. Those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). � B. Limrted ReJiance by Contractor nn Technicul Duta Az�thorized.• Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reporls and CI'I'Y OI' 13RF.MER'I'ON S'I'nNl�nRl� C;ENERAI. CONI)I'1'IONS 0070U- I I drawings are not Contract Documents. Such "technical data" is identitied in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their ot�icers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 4.03 1. The completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects ofi thc means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incidcnt thereto; or 2. Other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. Any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. Dr.'ffcring Szrb.srrrfuce or Physical Conditions A. Notrce: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. Is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. Is of such a nature as to require a change in the Contract Documents; or 3. Differs materially from that shown or indicated in the Contract Documents; lhe Contractor shall, promptly after becoming aware thereofi and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Parag 6.16.A), notify Enginecr in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. Engineer :s Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of obtaining additional exploration or tests with respect thereto, and provide a determination in writing to the Contractor. CI"I'Y OF F3REMI:R'I'()N ' S'I'/�NI.)ARD (;ENIiRAI.. CONI�ITIONS 00700-12 1 ' ' ' 1 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if 1. Possible Price and Times Adjustment — If the Owner concludes that a change in the Contract Documents is required by the newly discovered condition, the Owner will respond to the Contractor's notification by issuing a Work Change Directive, Change Order or Amendment, as required by paragraph 3.04A. If the Owner concludes that a change in the Contract Documents is NOT required, the Owner will respond to the Contractor's written notitication by issuing wririen Clarifiication as required by paragraph 3.048. , a. Contractor knew ofi the existence of such conditions at the lime Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission ofi a Bid or becoming bound under a negotiated contract; or 1 ' ' ' ' � 4.04 ' , ' � ' ' 1 b. The existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlemcnt to or on the amount or extent, if any, of any adjustmcnt in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, ncither Owner or Engineer, or any of their off icers, directors, members, partners, employees, agents, consultants, or subcontractors shall be liable to Contractor fior any claims, costs, losses, or damages: (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or oeher dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. ' Under-grozrnd Facilities A. Shotivn or Indicated.• The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data lurnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwisc expressly provided in the Supplementary Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. The cost of all oFthe following will be included in the Contract Price, and Contractor shall have fiull responsibility fior: a. Reviewing and checking all such infiormation and data; b. Locating all Underground Facilities shown or indicated in the Contract Documents; c. Coordination of the Work with the owners of such Underground Facilities, including Owner, during construction; and CI'I'Y OI' 13NI:MBR"fON S'I'ANDl�RD GI•:NEItnL CONDI"I'IONS 00700-13 II� d. The safety and protection of all such Under�nound Facilities and repairing any damage thereto resulting from the Work. 3. The Contractor shall notify the Washin��ton State One Number Locator Service, Phone No. 1- 800-424-5555, at least 2 business days in advance o('the commencement of Excavation at any site, and shall strictly comply with the requirements of RCW 19.122, et seq. at all times during the WORK. The Contractor shall be responsible for making itself aware of utility company fiacilities not reported by the Washington State One Number Locator Service, and shall be liable for any and all damages stemming from repair or delay costs or any other expenses resulting from the unanticipated discovery of underground utilities. B. Not Shown or Indicatecl.� I. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated wilh reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before fiurther disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the cxtent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safiety and protection of such Underground Facility. 4.05 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. Howevcr, Owner, Engineer, and Uesign Engineer, shall not be liable to Contractor for any claims, costs, losses or damages incurred or sustained by Contractor on or in connection with any other project or anticipated project. Reference Point.s A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enablc Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and properly monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or dcstroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. CI'I�Y OF BREMERTON Sl'AND/�ItD CiENERAI, CONDI'I'IONS ' 00700-14 ' ' ' ' ' 1 ' ' ' � , � � ' ' C J ' ' 4.06 ffazardntts Environmental Condition ut Site A. Repor•l,s and Drawings: The Supplementary Conditions identify those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identilied at the Sitc. B. Limitcd Reliunce by Cnntractor on Technic•ul Duta Azrthorized.� Contractor may rely upon thc accuracy of the "tcchnical data" contained in such reports and drawings, but such reporls and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respcct to: 1. The completeness of such reports and drawings for Conlractor's purposes, including, but not limitcd to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. Other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. Any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specitications or identitied in the Contract Documents to be within the scope of the Work. Contractor shall be responsible tor a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for �vhom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area at�ected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confiirm such notice in writing). Owner shall promptly consult with Engineer concerning the nccessily for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain rcquired permits and provide Contractor the written notice required by Parag 4.06.E. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or ' CI'I'Y OI' BRF_MI:R�'ON S'I'ANI)ARD GIiN1;RAl, CONDI'1'IONS 00700-IS , Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area af'fected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may havc such deleted portion of the Work perf'ormed by Owner's own forces or others in accordance with Article 7. G. To the f'ullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the ofticers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges ofi cngineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out ot' or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmcntal Condition uncovered or revealed at the Sitc. Alt'I'iCLE 5 — �iONDS AND INSURANCE 5.0 I f'er fo�•mancc, Payntenl, and Other Bvnds A. Contraclor shall fiurnish performance and payment bonds, each in an amount at least equal to the Contract Price as security fior the faithful performance and payment of all of Contractor's obligations under the Contract Documents. These bonds shall remain in cftect until one year after the date when final payment becomes due or until completion of the correction period specitied in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents. [3. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations. C. If the surety on any bond furnished by Contractor is declarcd bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases �to meet the requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days at�er the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01. B and 5.02. CI'I'Y OF BItEMER�'UN S"1'nNDnRD GFNI?Rnl. CONDI'I'IONS ' 00700-IG t 1 1 , ' 5.02 I lCL'11 U11L1 �1l surers A. All bonds and insurance required by the Contract Documents to bc purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that arc duly licenscd or authori�ed in thc jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurancc companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. ' S.03 CL'Yll f[CUtC'S of Insr.rrunce A. Contractor shall delivcr to Owner, with copies to each additional insured and loss payee ' identified in the Supplementary Conditions, certiticates of insurance (and other evidence of insurance requcsted by Owner or any other additional insured) which Contractor is required to purchase and maintain. ' ' ' 1 ' ' ' , t ' �J � B. Failure of Owner to demand such certiticates or other evidence of Contractor's full compliance with these insurance requirements or failure of Owner to identify a deficiency in compliance from the evidence provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. C. Owner does not represent lhat insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor. D. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor's liability under lhe indcmnities granted to Owner in the Contract Documents. 5.04 Cnntr uctor :s /rzsan A. The Contractor shall purchase and maintain the insurance requircd under this paragraph. Such insurance shall include the specific coverage's set out herein and be written for not less than the limits of liability and coverage's provided in paragraph 5.04C, or required by Laws or Regulations, whichever are greater. All insurance shall be maintained continuously during the life of the Agreement up lo the date of Final Completion and Acceptance, and at all times thereafier when the Contractor may be correcting, removing, or replacing Defective Work in accordance with Paragraph 13.06. The Contractor's liabilities under this Agreemcnt shall not be dcemed limited in any way to the insurance coverage required. C3. All insurance required by the Contract Documenls to be purchased and maintained by the Contractor shall be obtained from insurance companies that are duly licensed or authorized to issue insurance policies for the limits and coverages so required by the City ot' Bremerton lnsurancc companies shall havc a current Best's Rating of at least "A" (Excellcnl) general policy holder's rating and a Class VII financial size category and shall also meet such additional requirements and qualiiications as may be provided in thcse General Conditions. C. The Contractor shall f'urnish the Owner, with copies to cach additional insurcd who is indicated in these General Conditions, with cerliticates and original cndorsements showing the type, amount, class of operations covcred, cifective dates and dates of cxpiration of policies. All of the policies of insurance so required to be purchased and maintained (or the certifiicates or other CI'I'Y ()I� l3RI;MI:R'I'ON S'I'i1NDnRD GI?NI?Knl. CONDI'I'101�5 00700-17 ' evidence thereof) shall contain a provision or endorsement that the coverage ai't'orded will not bc canceled, reduced in coverage, or renewal refused until at least 30 days' prior written notice has been given to the Owner and additional insures by certitied mail. All such insurance required herein (except for worker's compensation and employer's liability) shall name the Owner, the Engineer, and their consultants and subconsultants and their officer's, director's agents, and employees as "additional insured" under the policies. The Contractor shall purchase and maintain the following insurance: l. Workers' Compensation and Employcr's Liability: This insurance shall protect lhe Contractor against all claims under applicable workers' compensation laws or lederal acts, including claims for injury, disease, or death of employees which, for any reason, may not fall within the provisions of a workers' compensation law. This insurance shall include an "all states" endorsement. In the event of a"monopolistic" state, Contractor shall certi(y all employees arc covered by the state fund or shall provide a separate policy providing "all states" benefits. Employer's liability "stop gap" coverage for monopolistic states shall be provided under either a worker's compensation policy or general liability policy. The Contractor shall require cach subcontractor similarly to provide workcrs' compensation insurance f��r all oi�the latter's employees to be engaged in such work unless such employees are covered by the protection at�orded by the Contractor's workers' compensation insurance. In case any class of employees is not protected under the workers' compensation laws, the Contractor shall provide and shall cause each Subcontractor to provide adequate employer's liability insurancc for the protection of such of its employees as are not otherwise protected. The Contractor and each Subcontractor shall provide a waiver of subrogation in favor of the Owner and Engineer. 2. Comprehensive or Commercial General Liability: This insurance shall be written in comprehensive form and shall protecl the C:ontractor against all claims arising trom injuries to persons other than its employees or damage to property of thc Owner or others arising out of any act or omission o('the Contractor or its agents, employees, or subcontractors. The policy shall also include protection against claims insured by personal injury liability coverage, an "owner's and contractor's protective liability" endorsement and contractual coverage to insure the contractual liability assumed by the Contraclor under the indemnification provisions in the General Conditions. To the extent that the Contractor's work, or work under its direction, rnay require blasting, explosive conditions, or underground operations, the comprehensive or commercial general liability coveragc shall specifically include coverage relative to blasting, explosion, collapse, and/or underground hazards. 3. Co►nmercial Automobile Liability: This insurance shall be written in comprehensive form and shall protect the Contractor against all clai►ns for injuries to members of the public and damage to property o[' othcrs arising trom the use of motor vehicles, and shall cover operation on or off the Sitc of all motor vehicics licenscd for highway use, whether they are owned, non-owned, or hired. 4. Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance: The Contractor shall either require each of the Subcontractors to procure and to maintain subcontractor's public liability and property damage insurance and vehicle liability insurance of the type and in the same amounts specifed in these Supplementary Conditions CI'I'Y OI' 13RF,MERTON STANL)ARI) GENIiKALCONI)I'I'IONti 00700-IR � ' , ' ' ' ' 1 for the Contractor or insure the activities of the Subcontractors under the Contractor's own policies. 5. Builder's Risk: a. This insurance shall be written in completed value form, and shall protect the Contractor, Subcontractors, the Owner, and the Engineer, against risks of damage to buildings, structures, and materials and equipment (including any stored off=site and while in transit), Contractors' equip►nent, debris removal and including demolition and contingent loss occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Engineer's services and expenses required as a resull of such insured loss. The amount of such insurance shall be not less than the insurable value of the Work at Final Completion plus equipment. Builder's risk insurance shall provide for losses to be payable to the Contractor and the Owner, as their interests may appear. This insurance shall contain a provision that in the event of payment for any loss under the coverage provided, the insurance company shall have no rights of recovery against the Contraclor, the Owner, and the Engineer. This insurance shall insure against all risks of loss (including earthquake, flood and collapse) and, at the option ofi the Owner, shall include comprehensive boiler and machinery coverage including coverage for installation and testing. ' b. If the Owner finds it necessary to occupy or use a porlion or portions ofi the Project prior to Substantial Completion thereof, such occupancy shall not commence prior lo the time mutually agreed to by the Owner and Contractor and to which the insurance company of ' companies providing the [3uilder's Risk Insurance have consented by endorscment to the policy or policies. � � ' ' �_J 1 ' 6. The limits of liability for the insurance required by Article 5 shall provide coverage for not less than the following amounts or greater, where required by Laws and Regulations. Limits may be provided by a combination of primary and excess liability policies, and then the excess or umbrella liability coverage's shall include commercial general, comprehensive automobile, and employer's liability and shall provide coverage at least as broad as the underlying policies. ' CI'I'Y OI� 13REME;R"I'ON a. Worker's Compensation: 1. Statc: Statutory 2. Applicable Federal (e.g., USL&H): Statutory Note: If the Work cal(ed for in for the Contract Documents involves work in or orr any navigable waters, , the Contractor shall provide Worker's Compensation coverage which shall include coverage under the Longshore and Harbor Workers' Compensation Act, the Jones Act, Maritime Law, and any other coverage required under Federal or State laws pertaining to workers in or on navigable waters. 3. Employer's Liability: b. Comprehensive General Liability: $2,000,000 S'I'ANI�ARI� GI�:NLRnI, CONDI'I'IONS 00700- I 9 ' l. Combined Single Limit (a) Products/Completed (b) Personal Injury $5,000,000 Each Occurrence $2,000,000 Each Occurrence $2,000,000 Each Person 2. POLICIES written on a"claims made basis" are not acceptable. 3. Policies shall includc premises/operations, products, completed operations, independent contractor's, owners and contractors protective, explosion, collapse, underg hazard, broad fiorm contractual, personal injury with employment exclusion deleted, and broad form property damage. c. Comprehensive Automobile Liability (including owned, hired, and non-owned Vehicles): 1. E3odily Injury: 2. Property Damage: $2,000,000 Each Claimant $2,000,000 Each Occurrence D. Contractor agrees lo waive all rights of subrogation against the Owner, the Engineer, and Consultants, employees, ofticers and directors, for WORK performed under Contract. Endorsements shall be provided with certifiicates of insurance. E. All policies shall also specifiy that the insurance provided by the Contractor will be considcred primary and not contributory to any other insurance available to the Owner or the Engineer. F. All policies except Workers' Compensation and Builders Risk shall name the Owner, Engineer, their consultants, subconsultants, and their ofticers, directors, agents and employees as additional insured's. The Builders Risk insurance shall name the Contractor, Owner, and Engineer as namcd insured's. G. The Contractor shall provide the Owner and all additional insureds with written notice of any policy cancellation within (ive days of receipt of such notice. Failure to maintain the insurance required shall constitute a material breach of contract, upon which Owner may, after giving fiive business days' notice to the Contractor to correct the breach, immediately tenninate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Owner on demand, or at the sole discretion of the Owner, ot�'set against funds due the Contractor from the owner. H. All costs for insurance, including but not limited to premiums, deductible payments or self- insured retention shall be incidental to and included in the unit or lump sum prices of' the contract and no additional payment will be made. CI'I'Y OF 13KEMER'1'ON S"1'ANUARD (iN.N1iKAL C'ONDI'I'IONS 00700-20 1 � ' ' ' ' ARTICLE G—CONTRACTOR'S IZESPONSIBiLITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and ef�iciently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the ncgligence of Owner or Engineer in the dcsign or specification of a specitic means, method, tcchnique, sequence, or procedurc of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during lhe progress of the Work, Contractor shall assign a competent resident ' superintendent who shall not be replaced without writlen notice to Owner and Engineer except under extraordinary circumstances. ' 1 ' � ' ' 1 ' ' ' C. The Contractor's superintendent shall be present at the Site at all times while thc Work is in progress and shall be available by telephone for emergencies 24 hours per day, 7 days a week. Failure to observe this requirement may result in a suspension of the Work by the Owner until such time as the dcsignated superinlendent is again present, full-time, at the Site. 6.02 Lcrbor; Working> Hoarr.s A. Contractor shall provide competent, suitably qualified personnel to survey and lay oul the Work and perfiorm construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. F3. Except as otherwise required for the safety or protection of persons or the Work or properly at the Site or adjacent thereto, and except as othcrwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. The Contractor shall apply for this consent through the Engineer in writing a minimum of three (3) working days before the holiday or overtime work is to be scheduled. C. Except as otherwise provided in this Paragraph, the Contractor shall receive no additional compensation for overtime work, i.e., work in excess of 8 hours in any one calendar day or 40 hours in any one calendar week. Additional compensation wi I I be paid to the Contractor for overtime work only in the event extra work is ordered by the Engineer and the Change Order specitically authorizes the use of overtime work. D. All increased costs of inspection and testing performed during overtime work by the Contractor which is allowed solcly for the convenience of the Contractor shall be borne by the Contractor. The Owner has the authority to deduct the cost of all such inspection and testing from any partial payments otherwise due to the Contractor. , CI"I'Y OF 13REMI�R�'ON S�1'AND�IRD C;ENI',Knl. C'ONDI�I'IONS 00700-21 ' 6.03 .1� 6.05 Service.s, Material.s, and Equipmcnt A. Unless otherwise specified in the Contract Documents, Contractor shall providc and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all othcr facilities and incidentals necessary for the performance, testing, startup, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality oi' materials and equipment. No provisions of any such documentation will be et�'ective to assign to the Owner, Engineer or any ofi their Consultants, agents or employees, any duty or authority to supervise or direct the furnishing or performance ofthe Work. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. Progres.s Schedirle A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. l. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Proposed adjustments in the Pro�,�ress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. Propo.sed Suhstitutions or• "Or-Eqzrcr(" Item A. Whenever materials or equip►nent are identifiied on the "List of Proposed Substitutes" form located in the Bid Forms by using the name of a proprietary item or the name of a particular manufacturer, the naming of the item is intended to establish the type, function, and quality required. The materials or equipment of other manufacturers may bc accepted if sufficient information is submitted by the Contractor to allow the Owner/Engineer to determine that the material or equipment proposed is equivalent or equal to that named, subject to the following requirements: 1. The Contractor shall fill out the bid lonn in Section 00300 titled "List of Proposed Substitutes", indicating the manufiacturer/model of the proposed substitute. Wherever a proposed substitution item has not been indicated on this form by the Contractor, the CI"I'Y OI' 13REMIiR'I'(:)N 1 STANI)ARI� GI?NLiRAI. CONDI'I'IONti 0070� 22 1 ' ' ' ' ' ' ' ' ' lJ ' Contractor shall provide one oi' the material or equipment products narned in the Contract Documents and identified on the "List ofi Proposed Substitutes" form. 2. The burden of proof as to the type, function, and quality of any such substitution product, material or equipment shall be upon the Contractor. 3. The Engineer will be the sole judge as to the type, function, and quality ofi any such substitution and the Engineer's decision shall be tinal. 4. The Engineer may require the Contractor to furnish additional data about the proposed substitution. 5. The Owner may require the Contractor co furnish a special perfiormance guarantee or other surety with respect to any substitution. 6. Acceptance by the Engineer of a substitution item proposed by the Contractor shall not relieve the Contractor of lhe responsibility for full compliance with the Contract Documents and for adequacy ol'the substitution. 7. The Contractor shall pay all costs of implementing accepted substitutions, including redesign and changes to WORK necessary to accommodate the substitution. B. The procedure for revicw by the Engineer will include the following: 1. Submit materials in accordance with this section and the General Requirements. 2. The Engineer will evaluate each proposed substitution within a reasonable period of time. 3. The Engineer will record the time required by the Engineer in evaluating submittals for ' substitutions proposed by the Contractor and in making changes by the Contractor in the Contract Documents occasioned thereby. 1 LJ ' 1 � C. The Contractor's submittal shall address the following factors which will be considered by the Owner/Engineer in evaluating the proposed substitution: I. Whether the evaluation and acceptance of the proposed substitution will prejudice the Contractor's achievement of Substantial Completion on time. 2. Whether acceptance of the substitution for use in the WORK will rcquire a change in any of the Contract Documents to adapt the design to the proposed substitution. 3. Whether incorporation or use of the substitution in connection with the WORK is subject to payment of any license fee or royalty. 4. Whether all variations of the proposed substitution from the items originally specified are identified. ' CI'I'Y OF BRE;MIiR"1'ON S'I'i1NDARD GI?NI.iItAl� CONDI"I'IONS 0070� 33 1 5. Whether available maintenance, repair, and replacement service are indicated. The manufacturer shall have a local service agency (within 50 miles of the site) which maintains properly trained personnel and adequate spare parts and is able to respond and complete repairs within 24 hours. 6. Whether an itemi�ed estimate is included of all costs that will result directly or indirectly firom acceptance of such substitution, including cost of redesi�,m and claims of other contractors at�ected by the resulting change. 7. Whether the proposed substitute item meets or exceeds the experience and/or equivalency requirements listed in the appropriate technical specifications. D. Without any increase in cost to the Owner, the Contractor shall be responsible for and pay all costs in connection with proposed substitutions and of inspections and testing of equipment or materials submitted for review prior to the Contractor's purchase thereof for incorporation in the WOKK, whether or not the Engineer accepts the proposed substitution or proposed equipment or material. E. Submittal requirements for proposed substitutions: In addition to the general submittal requirements indicated in thc General Requircments, submittal requirements for the proposed substitution include: � l. All deviations from the specitied requirements necessitated by the proposed substitution. 2. Materials of construction, including material specifications and references. 3. Performance data, including perfiormance curves and guaranteed power consumption, over the range ofi specif icd operating conditions. 4. Dimensional drawings, showing required access and clearances, including any changes to the work require to accommodate the proposed substitution. 5. Where controls are a part of the proposed substitution, piping, process and instrumentation drawings (PIDs), produced in the project format and with project specific symbols, along with control descriptions. 6. Where controls specified in the project manual require modification to accommodate the proposed substitution, piping, process and instrumentation drawings (PIDs), produced in project format and with project-specific symbols, with all required modifications clearly highlighted. 7. Infonnation and performance characteristics for all system components and ancillary devices to be f'urnished as a part of the proposed substitution. 8. Reproducible contract drawings, marked up to illustrate the alterations to all structural, architectural, mechanical, electrical and HVAC systems required to accommodate the proposed substitution. Cll'Y OI' 13REMER'1'ON S l'ANDARD (;ENF.RnI� CONDI'I'IONS 007U0-24 ' ' � � ' ' ' � ' 9. A list of installations of the proposed substitution indicating application, location, owncr and datc ofi first use. F. Cost of Substitution Submittal Revicw: Upon receipt of submittal data for the proposed substitution, the Engineer will estimate the cost of evaluating lhe request and present the estimate to the Contractor. The Contractor is advised that the estimate is based upon the best information available to thc Engineer at the time; however, the actual cost, based on time and expense, will be documented and applied in the final analysis of the substitution request. If the C;ontractor wishes to proceed with the request he shall advise the Enginecr in writing and submit sufficicnt additional information as may be requested by the Enginecr. No evaluation will take place until such time as thc Contractor has agreed to the estimatc in writing and has aulhorized the Engineer to deduct thc cost of'the evaluation from monthly progress payments due the Contractor. G. Whenevcr materials or equipment are identiiicd in the Contract Documents but are not listed on the "List of Proposed Substitutcs" form by using the name of a proprictary item or the name ofi a parlicular manufacturer, the naming of the item is intended to establish the type, function, and quality required. If thc name is followed by the words "or equal" indicating that a substitution is permitted, materials or equipment ofi other manufacturers may be accepted if sufficient information is submitted by the Contractor to allow the Engineer to determine that the matcrial or equipment proposed is equivalent or equal to that named as part of the standard submittal process. ' 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or other individual or cntity (including a those acceptable to Owner as indicated in Parag 6.U6.B), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be ' required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. The Contractor shall pertorm not less than 30 percent of the WORK with its own forces (i.e., without ' subcontracting). The 30 percent requirements shall apply to the Contract Price less the values of Owncr-assigncd contracts and allowance in the Bid for pre-negotiated Work. 1 � ' ' B. If the Supplementary Conditions rcquire thc identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitled to Owner in advance for acceptance by Owner by a specified date prior to thc Effective Date of the Agreement, and if Contractor has sub�nitted a list thereof in accordance with the Supple►nentary Conditions, Owner's acceptance (either in writing or by failing to make written objection thereto by the datc indicated fior acceptance or objection in the E3idding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identilied may be revoked on the basis of reasonable objection af�cr due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the ditfierence in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or ' C'I'I�Y OI' BRLMI•:Fi"I'()N S1'ANI)AKD GENERAI. C:ONI)I'I'IONS 00700-25 1 other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsiblc to Owner and Engineer fior all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of'lhc Work just as Contractor is responsible Ibr Contractor's own acts and omissions. Nothing in the Contract Documcnis: 1. Shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity; nor 2. Shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys duc any such Subcontractor, Supplier, or other individual or entily except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible fi�r scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities performing or lurnishing any ofi the Work to communicate with Enginccr through Contractor. F. The divisions and sections of the Specifications and the identitications of� any Drawings shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be perfor►ned by any specific trade. G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to lhe applicable terms and conditions ofi the Contract Documents for the bcncfit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who.is listed as a loss payee on the property insurance provided in Paragraph 5.06, the a��reement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, Engineer, and all other individuals or entities identiiied in the Supplementary Condilions to be listed as insureds or loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any ofi them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Patent Fees uf7d Iloyultie.s A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject ofi patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specificd in the Contract Documents C;I'1'Y OI� 13RI:MI;R'I'C)N S"I'nNDARD GF.,N�;Ri1L CONDITIONS ' 00700-2(i 1 for use in the performance ofi the Work and it; to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment ofi any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documcnts. B. Contractor shall indemnify and hold harmless Owner and Engineer, and the ofi�icers, dircctors, members, partners, employees, agents, consultants and subcontractors of each and any of them fro►n and against all claims, costs, losses, and damages (ini;ludin� but not limited to all fiees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement ofi patent rights or copyrights incident to the use in the performance ofi the Work or resulting trom the incorporation in thc Work o('any invcntion, design, process, product, or device not specified in lhc Contract Uocuments. 6.08 Per•mit.s A. The Contractor shall obtain and pay fi��r all construction permits and licenses trom the agencies having jurisdiction, including the furnishing of insurance and bonds if' required by such agcncics, EXCEPT those listed in Paragraph 6.08B, below to be paid for by the Owner. The enforcement of such requirements shall not be the basis for claims for additional compensation by Contractor. When necessary, the Owner will assist the Contractor in obtaining such permits and licenses. The Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the WORK which are applicable at the time of opening of Bids. ' B. Thc Owner will make application fior and pay all fees for the City of Bremcrton building permit including structural, mechanical, plumbing, and fiire protection. The Contractor shall be required to obtain the permit at City oftices. � ' 1 C. The Contractor shall be responsible for obtaining and paying for any and all remaining permits, licenses and approvals which are necessary and incidental to his operation in perfiormance of the WORK, and fior giving notices required by such permits and licenses. A copy of each pennit and license shall be furnished to the Engineer upon request. The Contractor shall comply with any and all rcquirements contained in all pern�its, licenses, and approvals which pertain to the WORK or any portion thcrcol'as if the same were stated herein. D. The Contractor shall be responsible for complying with lhe requircments of all permits related ' to the WORK, including such permits, licenses and regulatory approvals obtained by the Owner for the work. Owner-obtained permits and regulatory approvals, if any, are appended to the Contract [�ocuments. � 6.09 � ' Laws and Regulations A. Contractor shall givc all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible lor monitoring Contractor's compliancc with any Laws or Regulations. ' (:I'fY OI' 13R1?MI:R'1'ON S'I'ANDARI) C;ENERAI. CONDI'170NS OQ700-27 ' B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and dama�;es (including but not limited to all fccs and charges of engineers, architects, attorneys, and other profiessionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to makc ccrlain that the Specifications and Drawings are in accordancc with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.03. C. Changes in Laws or Rcgulations not knowable at the time of opening of' Bids (or, on thc Effective Uate of the Agreemcnt it there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made thcrefor as provided in Paragraph 10.05. 6.10 Tuxc�s A. The Contractor shall collect from the Owner and rem it to the state, retail sales tax as required by the laws, statutes, and regulations of the State oi' Washington and its political subdivisions. The Owner will claim any exemption from retail salcs tax authorized by law. The Contractor shall pay all other federal, state, and local sales, use, and other taxcs applicable to the WORK and the Contractor's activities under the Agreement. B. The Contractor shall have an active City of Bremerton Business License and shall pay to the City under said license all applicable City business and occupation (B&O) taxes. B&O taxes shall be paid when due and Contractor shall agree to assign any payments due to the City Clerk for payment ofi such taxes which havc been declared delinquent. C. The Contractor shall withhold and pay any and all sales and use taxes and all withholding taxes, whether state or federal, and pay all Social Security charges and also all State Unemployment Compensation charges, and pay or cause to bc withheld, as the casc may be, any and all taxes, charges, or fees or sums whatsoever, which are now or may hereafter be required to be paid or withheld under any laws. ' 6.1 1 U.se c f�Site crnd Other Arc�u.s A. Limitation on Use of Site and Other Areas: l. The Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site, the land and areas identitied in and permitted by the Contract Documents, and the other land and areas permitted by Laws and Regulations, rights-ot=way, permits, and easements. The Contractor shall assume full liability and responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any land or areas contiguous thereto, resulting from the performance of the Work. CI'I'Y Oh' 13NI;ML'K'I'(.)N S'I'ANI)ARI) C;�?NI:RAL CONI)1'I'I(:)NS O(1700-28 � � � 1 � ' ' ' , ' � ' ' ' ' ' 1 2. Should any claim be made against the Owner or the Engineer by any such owner or occupant because of the performance of the Work, the Contractor shall promptly settle with such other party by negotiation, agreement or otherwise resolve the claim by arbitration or at law, at the Contractor's sole liability and expense. 3. The Contractor's indemnification obligations for all claims and liability, arising directly, indirectly, or consequentially out of any action, legal or equitable, brought by any such owner or occupant against the Owner, the Engineer, their consultants, subconsultants, and the ofi�ficers, directors, employees and agents of each and any of them to thc extent caused by or based upon the Contractor's performance ofi' the WORK shall be in accordance with Paragraph 6.20 of the Supplementary Conditions. E3. IZemovcrl Of DL'I71 Dzrring Pefformunce of � thc� Work: During the progress ofi the Work Contractor shall kecp the Site and other areas free from accumulations ot' waste rnaterials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall coniorm to applicable Laws and Regulations. C. Cleaning.• Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready tor utilization by Owner. At the complction of the Work Contractor shal) remove from the Sitc all tools, appliances, construction equipment and machincry, and surplus matcrials and shall restore to original condition all property not designated for alteration by thc Contract Documents. D. Loudin�r .Stf°rrctarre.s: Contractor shall not load nor permit any part ofi any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 RG'COl'LI DOC °ument,s A. Contractor shall maintain in a safe place at the Site one record copy of all Urawings, Specitications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotaled to show changcs made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. l)pon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer fior Owner. The Contractor's pay requests shall not be considered payable unless the fiield record drawings are current as required by the contract documents. 6.13 Sufe crnd f'rotectiort A. Contractor shall be solely responsible ior initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subconlractors oftheir responsibility for the safety ofi persons or property in the perfon»ance of their work, nor for compliance with applicable saf'ety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. All persons on the Site or who may be at�ected by the Work; ' CI'I'Y OI 13RI;MER'l�()N S'1'ANI�nRD GENERnI., C()NI)I'I'IONS 00700-29 , 2. All the Work and materials and equipment to be incorporatcd therein, whether in storage on or offthe Site; and C.14 6.15 6.16 3. Other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities nol designated for removal, rclocation, or replacement in the course of construction. f3. Conlractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to thc protection of persons or property lrom damage, injury, or loss; and shall erect and maintain all necessary safieguards for such safiety and protection. Contractor shall notify owners o('adjacent property and oi'Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with thcm in the protection, removal, relocation, and replacement ofi their property. C. Contractor shall inform Owner and Engineer ofi the specific requirements ot'Contractor's safety program with which Owner's and Engincer's employees and representatives must comply while at the Site. D. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indircctly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any ofi them to perf'orm any of the Work, or anyone for whosc acts any of them may be liablc, shall bc remedied by Contractor. The City Reserves the right to replace damaged items at the Contractor's cxpense if the City determines that time is of the essence. E. Contractor's duties and responsibilities for safety and for protection oPthe Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise express(y provided in connection with Substantial Completion). Sufen� Repre.sentutivc A. Contractor shall designate a qualitied and experienced coinpetent person at the site whose duties and responsibilities shall include, enfiorcing State of Washington — WISHA regulations regarding excavations, preventing accidents, and maintaining and supervising construction site health and safety precautions and programs. Hazurd Convntsnicution Progf•ums A. Contractor shall be responsible for coordinating any exchange of material safiety data sheets or other hazard communication int��rmation required to be made available to or exchanged between or among employers at the Site in accordancc with Laws or Rcgulations. Emer�Tc�t�cies A. [n emergencies afifecting the satcty or prolection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or CI'i'Y OP 13RF;MIiR'I�ON S'1'ANDARD GF.,NERAL CONDI'170NS QQ700-30 ' ' are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by C:ontractor in response to such an emergency, a Work Change Directive or Change Order will be issued. ' 6.17 .Szihmiltul.s ' A. Contractor shall submit Shop Drawings and Samples to Engineer ('or review in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Enginecr may rcquire. , � ' ' ' 1. Sho� Df•aivings: a. Submit number of copies specified in the Gcneral Conditions. b. Data shown on the Shop Drawings will bc complete with respect to quantitics, dimensions, specified performance and dcsign criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D. 2. Sumple,s•: a. Sub►nit number ofi Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog ' numbers, the use for which intended and other data as Engineer may require to enable Engincer to review the submittal for the limited purposes required by Paragraph 6.17.D. 1 1 ' � B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review of the pertinent submittal will be at the solc expense and responsibility of Contractor. C. Submittnl Procc�drrre.s: I. E3efore submitting each Shop Drawing or Sample, Contractor shall have: a. Reviewed and coordinated each Shop Drawing or Sample with other Shop Urawings and Samples and with the requirements of the Work and the Contract Documents; b. Determined and verified all field measure►nents, quantities, dimensions, specitied ' performancc and design criteria, installation requirements, materials, catalog numbers, and similar information with respcct thereto; ' c. Determincd and veritied the suitability of all materials o1'fered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation perlaining to thc performance of the Work; and ' ' CI'1'Y UF BRI::MI?.R"I()N STnNDAItD GF.,NI'Rnl. CONDI"I'I()NS 00700-31 1 d. Dctermined and verilied all information relative to Contractor's responsibilities fior means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. 2. Each submittal shall bear a stamp or specitic written cerlification that Contractor has satislied Contractor's obligations under lhc Contract Documents with respect to Contractor's review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice ofany variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample submittal; and, in addition, by a specitic notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. [). En�Tinee�° :s Review: Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conforn� to the in('ormation given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ?. Enginccr's review will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specitically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item fiunctions. 3. Engineer's review shall not relieve Contractor from responsibility for any variation from the requircments of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engincer has given written approval of each such variation by speciiic written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer's review and approval shall not relieve Contractor firom responsibility 1or complying with the requiremcnts of Paragraph 6.17.C.1. E. Resrrhmittul f'roc;edr�re,s: l. Contractor shall make corrections required by Enginecr and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specifiic attention in writing to revisions other than the corrections called fior by Engineer on previous submittals. 6.18 Contir�uif�g the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponcd pending resolution of any C;1'I'Y OF L31t1_'MFR'I'ON ' S'I'ANUARD GI:NI�RnI. C:ONDI'I'IONS 00700-32 ' , � ' disputes or disagrcemcnts, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 Cont��uctor's Ccnerul Wurrarztv und Guuruntee A. Contractor warranls and guarantees to Owner that all Work will be in accordance with the ' Contract Documents and will not be detcctive. Engineer and its offcers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. , [3. Contractor's warranty and guarantec hercunder excludes defects or damage caused by: ' l. Abuse, modilication, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity fior whom Contractor is responsible; or � ' � ' � ' ' ' ' ' LJ 2. Nonnal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall bc absolute. None of the following will constitute an acccptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance wilh the Contract Documents: I. Observations by Enginccr, or Rcsident Project Representative 2. Recommendation by Engineer or payment by Owner ofi any progress or linal payment; 3. The issuance of a certiticate of Substantial Completion by Engincer or any payment related thereto by Owner; 4. Use or occupancy ofthe Work or any part thereoi'by.Owner; 5. Any review and approval of a Shop Drawing or Sample submittal or the issuance oi'a notice o1'acceptability by Engineer; 6. Any inspection, test, or approval by others; or 7. Any correction of dcfective Work by Owner. 8. Owner's routine operation and maintenance after Substantial Completion is attained. ' C'I'I'Y OI� 13RI;M1',R'I'ON S'i'nNDARD GENI�RnL CONDI'1'IONS 007O0-33 ' 6.20 Indemnification A. The Contractor shall indemnity, defend, and hold hannless thc Owner, the Engineer, their consultants, subconsultants, and the ot�icers, directors, employecs, and agents of each and any of them, against and firom all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of thc Work, but not from the sole negligence or willful misconduct of the Owner and/or the Engineer. Such indemnification by the Contractor shall include, but not be limited to, the following: Liability or claims resulting directly or indirectly from the negligence or carelessness ot'the Contractor, its employees, or agents in the pertormance of thc Work, or in guarding or maintaining the same, or from any improper ►naterials, implements, or appliances used in its construction, or by or on account oPany act or omission of the Contractor, its employecs, or agents; 2. Liability or claims arising directly or indirectly from bodily injury, occupational sickness or disease, or death of the Contractor's, Subcontractor's, or Supplier's own employees, or agents engaged in the Work resulting in actions brought by or on behall'of such employees against the Owncr and/or the Enginecr; 3. Liability or claims arising directly or indirectly from or based on the violation of any Laws or Regulations, whether by thc Contractor, its employees, or agents; 4. Liability or claims arising directly or indirectly from the use or manufacture by the Contractor, its employees, or agents in the performancc of this Agreement of any copyrighted or uncopyrighted composition, secret process, patented or unpatented invention, article, or appliance, unless otherwise specifically stipulated in this Agreement; 5. Liability or claims arising directly or indirectly l�om the breach of any warranties, whether express or implied, made to the Owncr and/or Engineer or any other parties by the Contractor, its employees, or agents; 6. Liability or claims arising directly or indirectly from the willful misconduct of the Contractor, its employees, or agents; 7. Liability or claims arising directly or indirectly from any brcach of the obligations assumed in this Agrecment by the Conlractor; 8. Liability or claims arising directly or indirectly from, relating to, or resulting t�om a hazardous condition created by the Contractor, Subcontractors, Suppliers, or any ol' their employees or agents, and; 9. Liability or claims arising directly, or indirectly, or consequentialiy out of any action, lcgal or equitable, brought against the Owner, the Engineer, their consultants, subconsultants, and the ofticers, directors, employees and agents ofi each or any of them, to the extent caused by the Contractor's use of any premises acquired by permits, rights of way, or easements, the Site, or any land or areas contiguous thereto or its perf'ormance of the Work thereon. CI'IY OI� BREMGIZ"I'ON Sl'nNDARD GI�NGRnL CONDI'170NS 00700-34 1 1 1 13. The Contractor shall reimburse the Owner and the Engineer for all costs and expenses, (including but not limited to fees and charges ofi enginecrs, architects, attorneys, and other professionals and court costs including all costs oP appeals) incurred by said Owner and Engineer in enf'orcing thc provisions of this Paragraph 6.20. , C. The indemnification obligation under this Paragraph 6.20 shall not be limited in any way by any limitation on the amount or type of insurance carried by Contractor or by the amount or type of damages, compensation, or benefits payable by or for thc Contractor or any Subcontractor or , other person or organication under workers' compcnsation acts, disability benefit acts, or other employee benefit acts. ' � ' ' ' � ' � ' ' ' ' , D. The Contractor and Owner acknowledge and agree that the Contractor's immunity under industrial insurance, Title 51 RCW, is expressly waived by this Contract, and that all ofi the provisions of this I'aragraph 6.20, including said waiver of immunity were mutually negotiated by them in accordance with thc requirei�ients of RCW 4.24.1 15. 6.21 t�elegution ��fl'rofe.ssinncr! Design Service,s A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a porlion of the Work or unless such services arc rcquired to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of'applicablc law. B. If professional design services or certifiications by a design proicssional related to systems, materials or equipment are spccitically requircd ol' Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings; calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to thc Work designed or cerlitied by such proiessional, il' preparcd by othcrs, shall bear such pro('cssional's writtcn approval when submittcd to Engineer. C:. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certitications or approvals perf'ormed by such design proiessionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such serviccs must satisfy. D. Pursuant to this Paragraph 6.21, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conforn�ance with performance and design criteria given and thc design concept expressed in the Contract Documents. Engineer's rcview of Shop Drawings and othcr submittals (eYCept design calculations and design drawings) will be only fior the purpose stated in Paragraph 6.17.D.1. E. Contractor shall not be responsible fior the adequacy of the perfonnance or design criteria required by the Contract Documents. CI'I�Y ()I l3KI:M1=.R'I'ON S'I nNl)nRD GENLRnI. CONDI'I'IONS 00700-35 � , ARTICLF, 7— OTHER WORK AT THE SITE 7.01 Related Work at Site A. Owner may perf'orm other work related to the Project at the Site with Owner's employces, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Coniract Documents, then: 1. Written notice thereof will be given to Contractor prior to starting any such other work; and 2. If Owner and Contractor are unable to agrce on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall af'('ord each other contractor who is a party to such a direct contract, each utility owner, and Owner, if Owner is performing other work with Owner's employees, proper and safie access to the Site, provide a reasonable opporlunity for the introduction and storage of malerials and equipment and the execution of' such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, titting, and patching oi'the Work that may be required to properly connect or otherwise make its several parls come together and properly intcgrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be afi�ectcd. The duties and responsibilities of Contractor under this Paragraph are for the beneft of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contraclors. C. If the proper execution or results of any part of Contractor's Work depends upon work perforn�ed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engincer in writing any dclays, defects, or deticiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integralion with Contractor's Work except fior latent defects and deficiencies in such othcr work. � D. Additional requirements for coordination between the Contractor, other contractors and the Owner's forces are set forth in Division 1— C;eneral Requircments. 7.02 Coordinalion A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forlh in Supplementary Conditions: l. The individual or cntity who will have authority and responsibility for coordination ofi the activities among the various contractors will be identified; 2. The specitic matters to be covered by such authority and responsibility will be itemized; and CI I Y OF BREMERTON ' S"I�nNI)ARI) C;I:NERAI, C(:)NI)I I�IONS 00700-36 ' 1 ' ' , � 3. The extcnt of such authority and responsibilities will be provided. B. Unlcss otherwise providcd in the Supplementary Conditions, Owner shall have sole authority and responsibility fior such coordination. C. The Contractor shall coordinate its Work with that of the Owner's forces and others as rcquired in Division 1— General Requirements. 7.03 Le�rul Relutio».ships A. Paragraphs 7.O1.A and 7.02 are not applicable for utilities not under the control of Owner. ' E3. Each other direct contract of Owner under Naragraph 7.Ol.A shall provide that lhe other contractor is liable to Owner and Contractor for the reasonable dircct delay and disruption costs �ncurred by Contractor as a result of the other contractor's wrongful actions or inact�ons. ' ' ' ' ' � � ' ' C. Contractor shall be liable to Owner and any other contractor under direct contract to Owner t��r the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor's action or inactions. Al2'T9CLF. 8 — OWNF.It'S 1tESPONSIBIL[TIES 8.01 Commzrnicution.s to Conh-actor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. `� 8.02 Replucc:ment nf �Engineer A. In case of Replacement ofi Engineer, Owner shall appoint an engineer whose status uniier the Contract Documents shall be that of the f'ormer Engineer. 8.03 Fz�rnish Data A. Owner shall promptly fiimish the data required o1'Owner undcr the Contract Documents. 8.04 Pav Wlren Dz�e A. Owncr shall make payments to Contractor when they are due as provided in Naragraphs 14.02.0 and 14.07.C. 8.05 Lundti• ancl L'ascment..ti�; Repor•ts ancl Test.ti� ' A. Owner's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forlh in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owncr's idcntifying and making available to Contractor copies of reports of ' explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at thc Site. , (:'I I Y OF BRE:MER�'ON S'I'ANI)i1RU (if:NERAL C:ONDI��IONS 00700-37 ' 8.06 Instryance 8.07 . .; . 1. �.'�, • A. Owner's responsibilities, ifi any, with respect to purchasing and maintaining insurancc are set forlh in Article 5. Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. In,spec:tion.s, Tests, und �l��f•ovul.s A. Owner's responsibility with respect to certain inspections, lests, and approvals is set forth in Paragraph 13.03. B. Limitutions on Otivnc�•'s Rc.s�on,s A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible fior, Contractor's means, methods, techniques, or procedures of construction, or the safety precautions and programs incident thercto, or for any failurc of Contractor to comply with Laws and Regulations applicable to the perfonnance of the Work. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. 8.10 Undi,sclu.secl Hazcrrdozrs Environmerttul Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set f'orlh in Paragraph 4.06. 8.1 1 Compliunce ivith Sufety Prograrn A. While at the Site, Owner's cmployees and represcntatives shall comply with the specific applicablc requirements ol' Contractor's safety programs of which Owner has been informed pursuant to Paragraph 6.13.C. ARTiCLE 9— EN(:INEER'S STA'TUS DUR.INC: CONSTRUCTION 9.01 Orvn�r's Reprc�sentulive A. Engineer will be Owner's representative during the construction period. The duties and responsibilities and the limitations ofi authority of Engineer as Owner's representative during construction are set forth in the Contract Documents. 9.02 [�isit.s to Site A. Engineer will make visits to the Site at intcrvals appropriatc to the various stages of construction as Engineer decros necessary in order to observe as an experienced and qualified design prolessional thc progress that has been made and the quality of the various aspects oi' Contractor's executed Work. Based on information obtained during such visits and observations, Engineer, for lhe benefiit of Owner, will determine, in general, if� the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make CI'I'Y OF RRf:MI;R'I'(:)N ti'I'ANI)ARD GP.NfiRnL CONDI'I'IONS ' 00700-38 ' � ' exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's et't'orts will be directed toward providing for Owner a greater dcgree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of , such visits and observations, Engineer will kcep Owner in['ormed of the progress of the Work and will endeavor to guard Owncr against defective Work. ' ' � ' ' � ' a ' ' ' ' ' ' B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Enginecr's visits or observations ofi Contractor's Work, Engineer will not supervise, direct, control, or have authority over or be responsible Ii�r Contractor's means, methods, techniques, sequences, or procedures of' construction, or the safety precautions and programs incident lhereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Resi�lent Projec! Representutive A. General: The Resident Project Representative (RPR) wil) act as directed by and under the supervision of the Engineer's Project Manager and will confer with thc Engineer and Engineer's Nroject Manager regarding his actions. The Resident Project Representative's dealings in matters pertaining to the on-site Work shall, in general, be only with the Engineer and the Contractor, and dealings with Subcontractors shall be exclusively lhrough the Contractor. Written communication with the Owner will be only through or as directed by the Engincer. 9.04 �lac.rhori�ed Varr.'ation.s in Wos°k . �, 9.06 A. The Engineer may authorize variations in the Work from the requirements ot' lhc Contract Documents. These may be accomplished by a Work Change Directive and will require the Conlractor to perform the Work involved in a manner that minimizes the impact to the Work and the Contract Times. If the Conlractor believes that a Work Change Directive justities an increase in the Contract Price or an extension of the Contract Times, the Contractor shall promptly notify the Enginccr as required in the relevant Sections of Division I— General Requirements. Rc� JBChi1f; DC' fective Wi�r•k A. Engineer will have authorily to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that confonns to the Contract Uocuments or that will prejudice the integrity of the design concept of the completed I'roject as a fiunctioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing ol'the Work as provided in Paragraph 13.04, whether or nol the Work is fabricated, installed, or complcted. Szrbmittal.s, Churrgc Ordcr.s and Puvments A. In connection with Engineer's authority, and limitations thereof; as to Submittals, see Paragraph 6.17. ' CI'I'YOI 13KI;M1',RI�()N S'I'ANI�ARI) (IIiNLRAI., CONDI"f10NS 00700-39 ' B. In connection with Engineer's authority, and limitations thereof; as to design calculations and design drawings submitted in response to a delegation of professional design services, ifi any, see Paragraph 6.21. 9.07 • 1: . �. C. In connection with Engineer's authority as to Change Orders, see Arlicles 10, 1 1, and 12 D. ln connection with Engineer's authority as to Applications for Nayment, see Article 14. Determincrtions, for Unit Pf°ice Wof°k A. Engineer will determine the actual quantities and'classifications oi'lJnit Price Work performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a writtcn dccision thereon (by recommendation of an Application for Payment or otherwise). Enginccr's written decision thereon will be tinal and binding (except as modiiied by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. Decisions on Reytrirement.s of Contrcrct Docr�ment.s und Acceptahility nf Work A. Engineer will be the initial interpreter oi'the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and thc interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will bc rcferred initially to Engineer in writing within 14 days of the cvent giving rise to the question. B. Engineer will, within 14 days, render a written decision on thc issue referred. 11' Owner or Contractor believcs that any such decision entitles them to an adjustment in thc Contract Price or Contract Times or both, a Claim may be made undcr Paragr�ph 10.05. Thc date o1� Engineer's decision shall be the date of the event giving rise to the issucs rcfcrcnced for the purposes of Paragraph 1 O.OS.B. C. Engineer's written dccision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions oi'Paragraph 10.05. I,intitutions on I;ngineer :s Az.rthorit}� and Responsibilitres A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision 01' the Contract Documents nor any decision made by Engineer in good faith cither to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent ofi any ofi them. B. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. C. Engineer's review ofi the tinal Application for Payment and accompanying documentation and all ►nainlenance and operating instructions, schedules, guarantees, bonds, certificates of CIIY OP 13RI;MERTON Sl'nNDARD GF.NI:RnL CONDI"I'IONS 00700LL10 1 1 � i � inspection, tests and approvals, and other documcntation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that thc results certitied indicate compliance with, the Contract Documents. D. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also apply to the Resident Project Representative, if any, and assislants, if any. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS 10.01 Ar.r�h��rized Chu�r�,7e.s ij� thc� W��r°k ' A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or firom time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly , proceed with the Work involved which will be performed under the applicable conditions of the Contract Documcnts (except as otherwisc specilically provided). � ' B. I t� Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, i I� any, ofi an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Para�� 10.05. � C. If the Owner and Contractor agree as to the extent, if any, of an increase or decrease`° in the � Contract Price, or an extension or shorlening ol'the Contract Times that should be allowed as a result of a Work Change Directive, the Contractor shall proceed so as to minimize the impact on and delays to the Work pending lhc issuance of a Change Order. � � ' 1 � � ' ' ' D. In the event a part ofi thc Work is to be entirely eliminated and no lump sum or unit price is named in the Contract Documents to cover such eliminated work, the price of the eliminated work shall be agreed upon by the Owner and the Contractor by Change (.)rder. 10.02 Unat+thorized Changes in thc Wof-k A. Contractor shall not be entitled to an increase in the Conlract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Para��raph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.D. 10.03 F.xccrrtion of'Char��>c� Orcler.s A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: l. Changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A, (ii) required because of acceptance ofi defiective Work under Paragraph 13.08.A or Owner's correction of defiective Work under Paragraph 13.09, or (iii) a�need to by the parties; CI'I'Y ()F B121;MEk l'ON S'I'ANI)AKU GI?NI?KAL CONDI'I'IONS 00700-41 ' 2. Changes in the Contract Price or Contract Times which are agreed to by the parlies, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change nirective; and 3. Changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appcal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. I 0.04 Notific tu Srr�•ery A. If the provisions of any bond require notice to be given to a surety of any change afl'ecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Timcs), the giving of any such notice will be Contractor's responsibility. The a►nount of'each applicable bond will be adjusted to reflect the eftect of any such change. 10.05 Cluim.s A. Es�gineer :s Deci.sr.'ori Reyuirc�d: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engincer tor decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any ri�hts or remedies either may otherwise have under the Contract Documcnts or by Laws and Regulations in respect of such Clairns. B. Nuticc.�: Written notice stating the general nature of each Claim, dispute, or other matter shall be delivered by the Contraclor or Owner to the other promptly (but no later than 14 days) after the start of the event giving rise thcreto. Notice of the specific arnount or extent of thc Claim, dispute, or other matter with supporting data shall be delivered to the Engineer within 21 days after the start of such event (unless Engineer allows additional time fior claimant to submit additional or more accurate data in support ofi such Claim, dispute, or olher matter). A claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of paragraph 12.01. A claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of paragraph 12.02. Each Claim shall be accompanied by Contractor's or Owner's written statement that the adjustment claimed is the entire adjz�,stmerit to which the Contractor believes it is entitled as a result of said event and covers crll amount.i (whether direct, indirect or consequential). The recipient of the claim shall submit its responsc to thc claimant within 30 days af'ter receipt of the claimant's last submittal (unless Engineer allows additional limc). C. Engineer'.s Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of thc claimant or the last submittal ofi the opposing party, ii' any, take one of the following actions in writing: 1. Deny the Claim in whole or in part; CI'1'Y OP 13RliMl?R'I'ON S"I'AND/1R1� GENEKAL CONDITIONS 00700-=}2 1 ' 2. Approve the Claim; or 3. Notify the parties that the Engineer is unable to resolve the Claim iC, in the Engineer's sole ' discretion, it would be inappropriate for the Engineer to do so. For purposes of fiirther resolution of the Claim, such notice shall be deemed a denial. 1 D. ln the event that Engineer docs not take action on a Claim within said 30 days, the Claim shall be deemed denicd. ' E. Engineer's written action under Paragraph 10.O5.0 or denial pursuant to Paragraphs 10.O5.C.3 or 10.O5.D will be final and binding upon Owner and Contractor, unless Owner or Contractor files suit pursuant to Article 16. ' 1 ' ' � � ' ' ' ' F. No Claim for an adjustment in Contract Price or Contract Times will bc valid if not submitted in accordance with this Paragraph 10.05. ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK I 1.O l Cost uf'the Woi•k A. Co .ti1.5' �f1L •lzrdec�• The term Cost oi'the Work means the sum of all costs, except those excluded in Paragraph 1 1.01.B, necessarily incurred and paid by Contractor in the proper perf��rn�ance of the Work. When the value of any Work covered by a Change Order or when a Claim.fior an adjustment in Contract I'rice is determined on the basis of Cost oi'the Work, the costs to be reirnbursed to Contractor will be only those additional or incremental costs required because of�, the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in thc locality of the Project, shall not include any of the costs itemized in Paragraph 1 1.01.B, and shall include only the following items: l. Payroll costs for employees in the direct employ of Contractor in the perf'ormance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employecs shall include, without limitation, superintendents, forcmen, and other personnel employed full time on the Work. Payroll costs for employees not employed fiull time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benetits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, hcalth and retirement benefiits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. ' 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of' transportation and storage thereof, and Supplicrs' tield services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with ' Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials � CI'I'Y OF' BItI:fv11;R'I'ON S'I'nNl.)I�RI� GI?NI:RAL CONDI"I'IONS 00700-43 r l � and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be oblained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids lrom subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. 11' any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost ofthe Work and fee as provided in this Paragraph 1 1.01. 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifiically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses o(' Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary tiacilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumcd which remain thc property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented f'rom Contractor or others in accordance with rental a�neements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms oI' said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereofi is no longer necessary f'or the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and fior which Contractor is liable, as imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly cmployed by any of them or for whose acts any ol� them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.D), provided such losses and damages have resulted t'rom causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indircctly employed by any o1� them or for whose acts any ofi them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses crrv or i;Ki�.Mi•:K�rorv � S'I'ANDARU GIiNIiRAL CONDI'I'IONS 0070Q-�14 ' 1� ' ' shall be included in the Cost of the Work for the purpose of determining C'ontractor's f ee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expcnses such as telegrams, long distancc lelephone calls, telephone servicc at ' the Site, express and courier services, and similar petty cash items in connection with the Work. , i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Docu►nents to purchase and maintain. ' ' ' ' � � ' 1 � , � �_ J l3. Cosl.s E.xclzrcled: The term Cost of the Work shall not include any o('the following items: l. Payroll costs and other compensation of Contractor's ot�icers, executives, principals (of partncrships and sole proprietorships), gencral managers, safiety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasin� and contracting agents, expediters, timekeepers, clerks, and other personnel cmployed by Contractor, whcther at the Site or in Contractor's principal or branch ot�ce for general administration of'the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 1 1.01.A.1 or specitically covered by Para�naph 1 1.O1.A.4, all of which are to be considered administrative costs covered by thc Contractor's fee. 2. Expenses of Contractor's principal and branch ot�ices other than Contractor's ofitice at the S i te. 3. Any part ofi Contractor's capital expenses, including interest on Contraclor's _capital employed ior ihe Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of' defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any itcm not specitically and expressly included in Para�naphs 1 1.O1.A. C. Cont�•aclor's l-ee: When all the Work is performed on the basis of cost-plus, Contractor's fce shall be determined as set forth in the Agreement. When lhe value of any Work covered by a Change Order or when a Claim ior an adjustment in C:ontract Price is determined on the basis of Cost of the Work, Contractor's fee shall bc determined as set forth in Paragraph 12.01.C. D. Doci�mentatinn: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 1 l.OI.A and 1 I.Ol.l3, Contractor will establish and maintain records thereof in accordancc with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 AI.lolvcrnce,s 1 CI'I'Y OP [3RI.'.MF?R"I'ON S'I'ANI)ARI) GENERnL CC)NDI'IIONS 00700-45 ��I A. lt is understood thal Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engincer. B. Cash Allowances: 1. Contractor agrees that: a. The cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs ior unloading and handling on the Site, labor, installation, overhead, profiit, and othcr cxpcnscs contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of thc forcgoing will be valid. C. Contingency Allowance: 1. Contractor agrees that a contingency or force account allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issucd as recommended by Engineer to retlect actual amounts ,due Contractor on account ofi Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 1 1.03 Urtit Pricc Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount cqual to the sum oi' the unit price for each separately identitied item ofi Unit Price Work times the estimated quantity of each item as indicatcd in thc Agreement. I3. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Pricc. Determinations oi'the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. C. Each unit price will be dcemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit fior each separately identified item. D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 1. The total cost ofi a particular item of Unit Price Work amounts to 5% or more ol' the Contract I'rice and the variation in the quantity oi'that particular item of Unit Price Work pert��rmed by Contractor difPers by more than 25% from the estimated quantity of such item indicatcd in the Agreement; and C'1"I'Y ()1' 13RI:M�RT()N 5'1'ANI�AKI) GI;NI:NAI, CONI�I'I'IONS 00700-46 1 � 2. There is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result ofi ' having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increasc or decrease. ' � � � ' ' 1 � E. In the event a part of lhe Work is to be entirely climinatcd and no lump sum or unit price is named in the C�mtract Documenls to cover such eliminated work, the price of the eliminatcd work shall be agreed upon by the Owner and the Contractor by Change Order. Al2TiCLE 12 — CHANGE OF CONTFtACT PRICF,; CgiANC:E OF CONTRACT TIMES 12.01 Chunge ��f �Contract Prr.ce A. The Contract Price constitutes the total compensation payable to the Contractor for performing the Work. All duties, responsibilities, and obligations assigned to or undertaken by the Contractor to complete the Work shall be at its expense without change in the Contract Price. All claims for an incrcase in the Contract Price shall be bascd only upon writlen notice delivered as required by Paragraph 10.05 herein. The Contractor's notice ofi claim shall include the nature, justitication for and amount ofi the claim, and such supporting dala as the Engineer may require to evaluate thc claim. The Contractor and Owner hereby agree that any claim for adjuslment of the Contract Price shall be evaluated by the Engineer, and that the Enbinecr's determination shall be tinal and conclusive. No claim for and adjustment in the Contract Price will be valid if�not submitted in accordancc with this Paragraph. B. The value o1' any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: l. Where the Work involved is covered by unit prices contained in the Contract Documents, ' by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph I 1.03); or ' 2. Where the Work involved is not covered by unit priccs contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and protit not necessarily in accordance with Paragraph 12.O1.C.2); or � ' ' ' ' 3. Where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01.B.2, on the basis ofi the Cost o1' thc Work (dctermined as provided in Parag 1 1.01) plus a Contractor's fec f'or overhead and profit (determined as provided in Paragraph 12.01.C). C. Cof�t�°uctor•'s• /�ee: The Contractor's fee for overhead and protit 1or the cost of extra work as defined in Paragraph 12.O1.D shall be determined as follows: l. A mutually acceptable fixed fee; or 2. Ifi a fixed fec is not agreed upon, then a fee based on the following perccntages of the various porlions of the Cost of the extra Work: CI'I'Y OP RREiML':R'I'ON S�fnNUARD GI?NI'slt/�I, CONDI'I'IONS 00700-47 1 ' a. Extra work ordered on the basis of timc and materials (force account) will be paid for at ' the actual necessary cost as determined by the Enginecr, plus a 20% markup for labor, materials and equipment. b. For cxtra work negotiated at a lump sum price the Contractor's fee shall be 20%. c. No fee shall be payable on the basis of costs itemized under Paragraph 1 l.OI.B; d. The amount of credit to be allowed by Contractor to Owner ('or any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to tive percent ofi such net decrease; and e. When both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Parag 12.01.C:2.a through 12.01.C.2.d, inclusivc. D. Co.tit of Extru Wi�rk: The term "cost of cxtra work" shall mean the sum of all costs nccessarily incurred and paid by the Contractor for labor, materials, equipment and special services in the proper performance o1� cxtra work as approved by the Engineer. Except as otherwise may be agreed to in writing by the Owner, such costs shall be in amounts no higher than those prevailing in the locality of' thc Project, shall include only the following items, and shall not include any of�the costs itemized in Paragraph 1 1.01.B. Labor: The costs of labor will be the actual cost for wages prevailing for each crafi or type of workers pert��rming lhc extra work at the timc the extra work is done, plus employer payments of payroll taxes, workers compensation insurancc, liability insurancc, health and wcliare, pension, vacation, apprenticeship funds, and other direct costs resulting from federal, state or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. Labor costs for equipment operators and helpers will be paid only when such costs are not included in the invoice for equipment rental. The labor costs for foreman shall be proportioned to all of their assigned work and only that applicable to extra work shall be paid. Indirect labor costs including superintendence shall be considered parl of the markup set out herein. 2. Materials: The cost of materials reported shall be at invoice or lowest current price at which materials are locally available and dclivered to the Work in the quantities involved, plus thc cost of freight, delivery and storage, subject to the following: a. Atl trade discounts and rebates shall accrue to the Owner, and the Contractor shall makc provisions so that they may be obtained; and b. For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by the Engineer. Except fior actual costs incurred in handling of such materials, markup will not be allowed; and c. Payment for materials from sources owned wholly or in part by thc purchaser shall not exceed the price paid by the purchaser t��r similar materials from said sources on extra C'I'I'Y OF' L3RIiMERT()N S"1'ANUARI� CiENI'.R/1L CONI)I'I'IONS oo�no-;s G' 1 ' 1 ' 1 ' ' ' ' � � � work items or the current wholesale price for such materials delivered to the Site, whichever price is lower; and d. If in the opinion of'thc Engineer the cost of material is excessive, or thc Contractor does not furnish satisfactory evidence of the cost of such material, then the cost shall be deemed to be thc lowest current wholesale price for the quantity concerned delivered to the Work, less trade discount. The Owner reserves the right to furnish materials fior the extra work and no claim will be allowed by the Contractor fior costs and pro(it on such materials. 3. /;'yz�ipment: The amount of payment for any Contractor-owned equipmcnt that is utili�ed shall be determined according to the version of thc AGC/WS[)OT Equipment Rcntal Agreement which is in et�ect at the timc lhe torce account is authorized. The rates listed in the Rental Rate Blue [3ook (as modified by the current AGC/WSDOT Equipment Rental Agreement) shall be fiull compcnsation for all fiiel, oil, lubrication, ordinary rcpairs, maintenance, and all other costs incidental to furnishing and operating the equipment except labor operation. If it is deemed necessary by the Contractor to use equipment not listed in the speci(ied Reference Publication, an equitable rental rate for the equipment will be established by the Engineer. The Contractor may furnish cost data, which might assist the Engineer in the establishment of the rental rate. Payment for equipmenl shall bc subject to al I of thc following: a. All equipment shall, in the opinion of the Engineer, be in good working condition and suitable for the purpose i��r which the equipment is to bc used; b. Before construction equipment is used on the extra work, the Contractor shall plainly stencil or stamp an identifying number thereon at a conspicuous location, and shall furnish to the Enginecr, in duplicate, a description ofi the equipment and its identifying number; c. Unless otherwise specified, manufacturer's ratings and manufacturer-approved modifications shall be used to classify equipment for the determination ofi applicable rental rates. Equipment which has no direct power unit shall be powcred by a unit of at lcast the minimum rating recommended by the manufacturer; d. Individual pieces of equipment or lools having a replacement value oi' $500 or less, ' whether or not consumed by use, will be considered to be small tools and no payment will be made theref'or; ' ' 1 1 4. Rental Equipment: The rcntal time to be paid for rental equipment used in the extra Work will be calculated based on the time the equipment is actually in productive operation on the extra work being perfiorn�ed and, additionally, shall include the time required to move the equipment to the location of the extra work and return it to the ori�inal location or to another location requiring no more time than that required to return it to its original location; ercept, that moving time will not be paid if the equipment is used on work other than the extra work, even though it is locatcd at the site of the extra work. Loading and transporting costs will be allowed in licu of moving time only when the equipment is moved by means othcr than its own power, except that no payment will be made for loading CIIY OI' RREMIiR'I'ON S'I'ANDARI) C.�I?NI:RnI. C;ONI)I'I'IONS 007U0-49 ' and transporting costs when the equipment is used at the site of the extra work on work other than the extra work. Rental time will not be allowed while equipment is inoperative due to breakdowns or is otherwise not available for immediate use. The rental time of equipment on thc site will be computed subject to the fol(owing: a. When hourly rates are paid, operation for 30 minutes or less will be considered to be one halt=hour ofi operation, and any part ofi an hour in excess of 30 minutes will be considered one hour of operation; b. Whcn daily rates are paid, 4 hours or less of operation will be considered to be one half- day of operation. When owner-operated equipment is uscd to perform extra work to be paid for on time and materials basis, the Contractor will be paid f'or the equipment and operator as set forth herein below. E. Excluded costs: The term Cost of the Extra Work shall not include any of'the items detined in Paragraph 1 1.01. B. 12.02 Chun�,Tc ��f Contract Times A. All Contract Times (or Milestones) stated in the Contract Documents are of the essence of the Agreement. The Contract Times (or Milestones) may only be changed by Change Order. Any clai►n for an extension ol'the Contracl Times shall be based only upon written notice delivered as required in I'aragraph 10.05 herein. The Contractor's written notice ol' such claim shall include the extent, justification for and nature of the claim, and such supporting data as the Enginecr may require to evaluate the claim. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Arlicle 12. With respect to claims fior adjuslment in the Contract Times, the Contraclor and Owner hereby acknowledge and agree that: c. Any claim for adjustment of the Contract Times (or Milestones) shall be evaluated by the Engineer, whose evaluation shall be final and conclusive, and; d. An approved increase in Contract Times shall not cause an increase in Contract Price unless the reason for increasing the Contract Timcs is extra work otherwise evaluated by the Engineer as compensable work. Only compensable work, whether in connection with an approved increase in the Contract Times or not, shall result in an increase in the Contract Price. 12.03 Deluus A. Where Contractor is preventcd fi completing any parl of the Work within the Contract Times due to delay beyond lhe control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay ifi a Claim is made theref��r as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, tloods, epidemics, abnormal weather conditions, or acts of God. CI"IY OF 13R1?MERTON S'1'ANDAKD GF,NI;RAL CONDI'I'IONS 00700-50 , ' ' � , 1 [3. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone f'or whom Owner is responsible, delays, disrupls, or interfieres with lhe perfiormancc or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the C:ontract Times, or both. Contractor's entitle►nent to an adjustment of the Contract Times is conditioned on such adjustment being essential to Conlractor's ability to complete the Work within the Conlract Times. C. Ifi Contractor is delayed in the performance or progress of the Work by tire, tlood, epidemic, abnormal weathcr conditions, acts of God, acls or f'ailures to act ot' utility owners not under thc control of Owncr, or other causes not the fault of and beyond control of'Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, ifi such adjustment is essential to Contractor's ability to complctc the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the dclays described in this Paragraph 12.03.C. t D. Owner, Engineer, and their ofificers, directors, mcmbers, parincrs, cmployees, agenls, consultants, or subcontractors shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, ' and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. ' ' � ' � ' ' � 1 � E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times fior delays within the control of C.ontractor. Delays attributable to and within the control of'a Subcontractor or Supplier shall be deemed to be dclays within the control of Contractor. F. Adjustments of Contract Times Relating to Weather: Contract Times may be extended by the Enginecr because of dclays in thc completion of the Work due to unusually severe weather, provided that the Contractor shall, within 2 business days of the beginning of any such delay, notify the Enginccr in writing of thc causc o1'delay and request an extension of Contract Times. Thc Enginecr will ascertain the facts and the extent of the delay and extend the Contract Times when, in its judgment, the tindings of the fact justify such an extension. The Contractor shall include 10 days of inclement weather delays in the progress schedule submitted to the Engineer for approval, for purposes of planning and scheduling Only. G. Adjustments of Contract Price Relating to weather: The Contracior shall havc no claims against the Owner for damages for any injury to work, materials, or equipment, or for project or overhead costs of any kind, resulting from the action of the elements. If howevcr, in thc opinion of the Enginecr, the Conlractor has madc all reasonable eflorls to protcct the materials, equipmcnt, and work, the Conlractor may be granted a reasonable extension of Contract Times to make proper repairs, renewals, and replacements of the work, materials, or equipment. ARTICLC 13 — TESTS AND INSI'F.CT101�1S; CORRECTION, REMOVAL OR ACCCPTANCE OF DCFECTiVF, WORK 13.01 Nnticc of�Def'ectti A. Prompt notice of all defiective Work of which Owner or Engineer has actual knowledge will be given to Contractor. CI'I'Y OI 13RI:MF:R'I'ON 5'I'ANDnRD (;I�NIiRAI. C'ONI)I'1'IONS 00700-51 ' 13.02 Acce.ss to Work A. Owncr, Engineer, their consultants and other representatives and personnel ofi Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable timcs ('or their observation, inspcction, and testing. Contractor shall providc thcm proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Test.s crnd I�7spectiorrs A. Contractor shall give Engineer timely notice of' readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Owner and Contractor hereby agree that "timely nolice", with respect to notification of readiness f'or tests and inspections shall mean not less than 2 business days bcforc lhc time that the test or inspection is desircd. B. Owner shall employ and pay f'or the services of an independent testing laboratory to perform all inspections, tests, or approvals required by thc Coniract Documents except: 1. For inspcctions, tcsts, or approvals covered by Paragraphs 13.03.0 and 13.03.D below; 2. That costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.13 shall be paid as providcd in Paragraph 13.04.C; and 3. As otherwise specitically provided in the Contract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereoi) spccifcally to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required cerlificates of inspection or approval. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in thc Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereofi for incorporation in the Work. Such inspections, lests, or approvals shall be performed by organi�ations acceptable to Owner and Engineer. E. If any Work (or the work ofi others) that is to be inspectcd, testcd, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, i1'requested by Engineer, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has nol acted with reasonable promptness in response to such notice. C;I'I'Y OI 13NI;MIiN'I'ON 5�'ANDARD GENLiRAL CONI)1'I'IONti 00700-52 � ' ' , 1 ' ' ' ' ' � ' ' ' 1 ' � G. The Engineer will make, or have made, such inspections and tests as the Engineer deems necessary to see that the Work is being accomplished in accordance with the requirements of the Contract Documents. Unlcss otherwise specified in Paragraph 13.03.B of the General Conditions, the cost of such inspection and testing will be borne by the Owner. In the cvcnt such inspections or tests reveal non-compliance with the requirements of the Contract Documents, thc Contractor shall bear the cost oi' corrective measures deemed necessary by the Engineer, shall bear the cost of all subsequent reinspection and retesting of the non-compliant Work. Neither observations by the Engineer nor inspections, tests, or approvals by others shall relieve the Contractor i'rom the Contractor's obligation to perfonn the Work in accordance with the Contract Documents. 13.04 Uncoverin�T Wof•k A. If any Work is covered contrary to the writlen request ofi Engineer, it must, if requested by Enginecr, be uncovered f'or Engineer's observation and replaced at Contractor's expense. B. I(� Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, shall uncover, expose, or otherw,ise make availablc for observation, inspcction, or testing as Enginccr may require, that porlion of the Work in question, furnishing all necessary labor, matcrial, and equipment. C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limiled to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of'or relating to such uncovering, exposure, observation, inspection, and testing, and of'satisfactory replacement or reconstruction (including but not limited to all costs oPrepair or replacement of.work ofi others); and Owner shall be entitled to an appropriate decrease, in the Contract Price. If the parties are unable to agrce as to the amount thereot; Owner may make a Claim therefor as provided in Para�naph 10.05. D. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension ofi the Contract Times, or bolh, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the partics are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Para�naph 10.05. 13.05 Chvner Muy Stop the Work A. If the Work is defective, or Contractor fiails to supply sufficient sk.illed workers or suitable materials or equipment, or iails to perform the Work in such a way that the completed Work will confiorm to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof; until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owncr to exercise this right for the benetit ot�Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of thcm. ' CI'I'Y OI� 13KI:MI�RTUN S'I'ANDARD GI?NI;RnL CONDITIONS 00700-53 1 13.06 Correctiof� or Removal of Def'ective Work A. Promptly after receipt of written notice, Contractor shall corrcct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has becn rejected by Engineer, remove it from the Project and replace il with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replaccment of work of others). B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, ifany, on said Work. 13.07 Correction Periocl A. If within one year after the date of Final Completion and Acceptancc (or such longer period ofi time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to bc dci'ectivc, or if the rcpair of any damages to the land or areas made available for Contractor's use by Owner or perniitted by Laws and Regulations as contemplated in Paragraph 6.1 l.A is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. Repair such defective land or areas; or 2. Correct such defective Work; or 3. If the defective Work has been rejected by Owner, remove it firom the Project and replace it with Work that is not defective, and 4. Satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. It'Conlractor docs not promptly comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All clai►ns, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorncys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs ot' repair or replacement of work of othcrs) will be paid by Contractor. C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, thc correction period fior that item may start to run from an earlier date if so provided in the Speci(ications. D. Where defective Work (and damage to other Work resulting theref'rom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect C'I�I'Y OI' RRI',MI?K'I'ON STANI)ARI) GI?NliKnl_ CONI)1'I'IUNS 00700-54 1 � to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. ' E. Contractor's obligations under this Paragraph 13.U7 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a subslitute lor, or a waiver of, the provisions of any applicable statute of limitation or repose. ' ' 1 � � ' , � 1 1 ' ' ' ' � 13.08 Acceptu»ce of Defc�ctive Work A. [f, instead ofi requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, Enginccr) prefiers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner's evaluation ol' and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and for the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this scntence. If any such acccptance occurs prior to Enginecr's recommendation of tinal payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, retlecting the diminished value ofi Work. so accepted. If the parties are unable to agrcc as to the amount thereofi; Owner may rnake a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recom►nendation, an appropriate amount will be paid by Contractor to Owner. In no case shall the acceptance ofi defective work waive any rights the Owner may have. 13.09 O►vner May Correct Defective Work A. 11� Contractor fiails within a reasonable timc after written notice from Engineer to correct defective Work, or to remove and replacc rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, corrcct, or remedy any such dcficicncy. B. In exercising the rights and remcdies under this Paragraph 13.09, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or parl of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, take possession ofi Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or fior which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employces, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights and remedics under this Paragraph. C. All claims, costs, losses, and damagcs (including but not limited to all fees and charges of engineers, architects, attorneys, and other profiessionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be CI'l�Y ()I' 13RI:ME:R"1'ON S'I'ANI)AI2I) GI?NIiRAL CONDI'IIONS 00700-SS 1 issued incorporating the necessary revisions in the Contract Uocuments with respect to the Work; and Owner shall be entitled to an appropriate decreasc in the Contract Price. If'the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work ofi others destroyed or damaged by correction, removal, or replacement of C:ontractor's defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work atlributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 13.09. A1tTICLE 14 — YAYMENTS TO CONTRACTOR AND COMPLETION 14.01 .Scheclule of � [�altres A. The Schedule ofi Values established as provided in Paragraph 2.07.A will serve as the basis t��r progress payments and will bc incorporated into a fiorm of Application f'or Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Pro�,r��c,ss f'uvment.s A. Applic•atinr�.s,fi�r Puyment.s: At least 20 days beforc the date established in the Agreement for each progress payment (but not more ofi�en than �nce a month), Conlractor shall submit to Engineer for review an Application for Payment tilled oul and signed by C:ontractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis ofi materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. Paymcnt for Equipment not installed but stored on site with a value greater than $10,000, will be paid at 50% ol'the invoice value. 2. Beginning with the second Application for f'ayment, each Application shall include an affiidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The net payment due the Contractor shall be the above-mentioned subtotal from which shall be deducted the amount of retainage specitied herein and the total amount ofi all previous payments made to the Contractor. C:I'I�Y OI' RREMERT()N . ' S'1'AND/�RI) GENI:iRnl. CONDI'IIONS OPI'/00-SCi ' a.' � Pursuant to RCW 60.28.010, the Owner will retain tive percent ofall progress payments as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor, or supplier who performs any labor upon the conlract or work hereunder, ' and all persons who shall supply such person or persons or subcontractors with provisions and supplies for carrying on such work, and the State of Washinglon with respect to taxes imposed pursuant to Title 82 RCW which may be due from such Contractor. In the event that during the perfiormance ofi the Contract and prior to the expiration of the claim period as provided in Chapler 60.28 RCW, the amount retained is reduced to any amount below fivc percent, then the Owner shall relain additional sums from monies earned by the Contractor so as to maintain at all times a five percent retained trust fund, unless othcrwise reduced or excuscd by provisions of Chapter 60.28 RCW. b. Monies reserved under provisions ofi Chapter 60.28 RCW shall, at the option oi� the Contractor, bc: ( I) Retained in a fund by the Owner with no intcrest paid thereon to the Contractor and not subject to withdrawal until aftcr fnal acccplancc of'all Work, or a portion thcrcof as maybe approved by the Owner: or ' (?) Deposited by the Owner in an interest-bearing account in a bank, mutua( savings bank, or savings and loan associations, not subject to withdrawal until after final acceptance ofi all Work, or a portion thereof, as may be approved by the Owner; or ' � ' (3) Placed in escrow in a bank or trust company by the Owner until thirty days ('ollowing final acccptance of the work as completed, or a portion thereof.. When the monies reserved are to be placcd in cscrow, thc Owner will issue a chcck representing the sum of the monies reserved payable to thc bank or trust company and thc Contractor jointly. Such check shall be converted into bonds and securities chosen by the Contractor and approved by the Owner, and the bonds and securities held in escrow. ' ' ' 1 1 ' CI�I Y OF F3RI?ME:R'I'()N (4) A bond submitted by the Contractor for all or any portion of the retainage in a fiorm acceptable to the Owner and from a surety meeting standards set by the Owner. The Owner will accept the bond unless the Owner determines that there is good causc for rejecting it. The Owner will release the bonded retainage amount within 30 days of acccpting thc bond. The bond and any proceeds from it are subjcct to claims in the same manner and priority as retainage set forth in RCW 60.28.01 l. If thc Owner accepts a retainage bond from the Contractor, the Contractor shall accept retainage bonds from any subcontractor or supplier I'rom whom the Contractor retains funds. The Contractor shall relcase retained funds within 30 days of acccpting the bond from a subcontractor or supplier. (5) Under option 2 and 3 above, interest will be paid to the Contraclor as the interest accrues. STANU/�RD GENGRAI., CONDI'fIONS 007U0-57 � (6) The Contractor shall designate the option desired in writing to the Owner not later than with the Contractor's first Application for Payment. The Contractor, in choosing option 2 or 3, agrecs to assume full responsibility to pay all costs which may accrue from escrow services, brokcrage charges, or both, and fiirther agrees to assume all risks in connection with the investment of the retained monies. B. Review of�Applicutiorz,ti: The Engineer will, within 8 working days after receipt of each Application for Payment, cither indicate in writing a recommendation of payment and present the application to the Owner, or rcturn the application to the Contractor indicating in writing the Engineer's reasons for refusing to recommend payment. ln the latter case, the Contractor may make the necessary corrections and resubmit the application. If the Enginecr still disa�nees with a portion ofi the application, it will submit the application recommending the undisputed porlion of the application to the Owner for payment and provide reasons (or recommending non-payment of the disputed amount. Thirly days after presentation of the Application for Payment with the Engineer's recommendation, the amount recommcnded will (subject to the provisions of Paragraph 14.02E3.2) become due and when due will be paid by the Owner to thc Conlractor. 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, bascd on Engineer's observations of the executed Work as an experienced and qualilied design professional, and on Engincer's review of�the Application for Payment and the accompanying data and schedulcs, that to the best of Engineer's knowledge, infiormation and belief: a. The Work has progressed to the point indicated; b. The quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a fiunctioning whole prior to or upon Substantial Completion, thc results of any subsequent tests called for in the Contract Documents, a tinal dctermination of quantities and classiiications for Unit Price Work under Paragraph 9.07, and any other qualificalions stated in the recom►nendation); and c. The conditions prcccdent to Contractor's being entitled to such payment appear to have becn f'ulfilled in so far as it is Engineer's responsibility to observe the Work. 3. E3y recommending any such payment Engineer will not thereby be deemed to have represented that: a. lnspections made to check the quality or the quantity of the Work as it has been perlormed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond thc responsibilities specilically assigned to Engineer in the Contract Documents; or CI"I'Y OF BItL•;MI;K"I'ON S I'ANI)AKL) GI:NI?RAI.. CONI�I'I'IONS 00700-SR � 1 b. There may not be othcr matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payinent to Contractor. 1 1 ' 1 ' 1 1 � ' 1 1 ' ' 4. Neither Engineer's revicw of� Contractor's Work for the purposes of recoil�mending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. To supervise, direct, or control the Work, or b. For the means, methods, tcchniques, scquences, or procedures of conslruction, or the safety precautions and programs incident thereto, or c. For Contractor's fiailure to comply with Laws and Regulations applicable to Contractor's perfiormance o!'the Work, or d. To make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account ofthe Contract Price, or e. To determine that title to any o1'the Work, materials, or cquipment has passed to Owner free and clear of any Liens. 5. Engineer may rcfuse to rccommend the whole or any part of any payment ifi; in Engineer's opinion, it would be incorrect to ►nake the representations to Owner stated in Paragraph 14.02.8.2. Enginccr may also refuse to recommend any such pay►nent or, because ofi subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payrnent recommendation previously madc, to such extent as may be necessary in Engineer's opinion to protect Owner firom loss bccause: a. Thc Work is defective, or completed Work has been damaged, requiring correction or replacement; b. The Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge ofi the occurrence ofi any of the events enumerated in Paragraph 15.02.A. C. Pcn�ment Becomes Duc: l. Thirty days after presentation of the Application for Payment to Owncr with Engineer's ' recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will bc paid by Owner to Contractor. 1 D. Redr.�ction in Pcry�ment.• I. Owner may refuse to make paymcnt of the full amount recommended by Engineer because: ' CITY OI' 13RE,MIiR fON S"I'ANUnitl) GLiNI:RAI, C'ONUI I'IONS 00700-59 ' a. Claims have been made against Owner on account of Contractor's performance or furnishing of the Work; b. Liens have been tiled in connection with the Work, except where Contractor has delivered a specifiic bond satisfactory to Owner to secure the satistaction and discharge of such Liens; c. There are other items entitling Owner to a set-ofifi against the amount recommended; or d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.S.a through 14.02.[3.S.c or Paragraph 15.02.A. 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor irnmediate written notice (with a copy to Engineer) stating lhe reasons for such action and promptly pay Contractor any amount remaining afler deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the reasons for such action. 3. Upon a subsequent determination that Owner's refusal of paymcnt was not justified, the amount wronglully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1 and subject to interest as provided in the Agreemcnt. 14.03 Contractor'.s Waf•r�rnt}� ��f �Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application ior Payment, whether incorporated in thc Project or not, will pass to Owner no later than the time of payment tcee and clear of all Licns. 14.04 Suh.starrtial Completion A. When the Contractor considers the Work ready for its intended use, the Contractor shall notify the Owner and the Engineer in writing that thc Work is substantially complete. Thc Contractor shall attach to this request a list of all work items that the Contractor knows are not complele and a request that the Engineer prepare a Notice of Substantial Completion and a Correction List of items to be completed before linal payment. At a mutually-agreed timc thereafter, the Owner, the Contractor, and the Engineer shall inspect the Work to determine the status ofi completion. If the Engineer does not consider the Work substantially complete, or does not consider the list of' remaining work items to be comprehensive, the Engineer will notify the Contractor in writing giving the reasons therefor. If the Enaineer considers the Work substantially complete, the Engineer will prepare and delivcr to the Owner for its execution and recordation the Notice of Substantial Completion signed by the Engincer and Contractor, which shall fix the date of Substantial C'ompletion. The Contractor shall complete all incomplete work and shal I complcte all items on the Correction List not latcr than 30 calendar days after the date ofi Substantial Completion B. Owner shall havc the right to exclude Contraclor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to removc its property and complete or corrcct items on the tentative list. C;ITY OF BREMER"I'ON S'I'nNDANI� C)IiNL',Rt�l, C()NI)1'I'IONS 00700-60 ' ' 14.05 1'urtial Utilization A. The Owner shall have the right to utilize or place into servicc any item of cquipment or other ' usable portion of the Work prior to completion ofi the Work. Whencver the Owner plans to exercise said right, the Contractor will be notified in writing by the Owner, identiiying the specifiic portion or portions of the Work to be so utilized or otherwise placed into service. � ' 1 1 1 ' , B. The Contractor understands and agrees that until and unless such written notifiication is issued, all responsibility for care and mainlenance of all of the Work shall be borne by the Contractor, and that Paragraph 14.04 shall apply with respect to certification ol' Substantial Completion of the Work. Upon issuance of said written notice of Partial Utilization, the Owner will accept responsibility f'or the protection and maintenance of all such items or portions of the Work dcscribed in lhe written notice. C. The Contractor shall retain fiall responsibility for satisfactory completion of the Work, regardless of whethcr a portion thereofi has been parlially utilizcd by the owner, and the Contractor's one ycar correction period shall commencc only aflcr the date of Substantial Completion for the Work. D. The Owner shall have tfie right to control, operate, repair, or modify the Work, or take any other suitable action with rcgard to the Work, during emerbencies of any nature whatsocver. E. No occupancy or separate operation of part of the Work may occur prior to compliance with the requirements ofi Naragraph 5.10 regarding property insurancc. 14.06 Finnllns�ectiori ' A. i.Jpon written notice trom Contractor that the entire Work or an agreed portion thereofi is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notity Contractor in writing of all particulars in which this inspection reveals that the Work is ' incomplete or delective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. ' B. When all incomplete Work has been completed, all Defective Work has been corrected or accepted by the Engineer and Owner, and all ofi the Contractor's dulics and requirements have been satisfactory discharged, the Engineer will prepare and deliver to the Owner for its , execution and recordation lhe Notice of Final Completion and Acceptance of the Work, signed by the Engineer and Contractor, which shall fix the date of Final Coir�pletion and Acccptance. ' 14.07 Finul Yayment ' , ' A. Applicutio�t for Pcryment: After the Contractor has, in the opinion of the Engineer, satisfactorily completed all Work and corrected all Defective Work, and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, [3onds, certiticates and Record Documents (as provided in Paragraph 6.12), And the Engineer has delivered the Notice of Final Completion and Acceptancc of the Work, the Contractor may CI'I'Y OI� BRI,MER'I ON S'I'ANDARI) GI:NIiRAI� CONI)I'I'IONS 00700-61 �I make application fior final payment following the procedure established for progress payments. • 2. The final Application for Payment shall be accompanied (exccpt as previously delivered) by a. All documentation called for in the Contract Documents, including but not limited to the evidence oi' insurance required by Paragraph 5.04. b. Consent ol'the surety, if any, to final payment; c. A list of all C:laims against Owner that Contractor believes are unsettled; and d. Complete and legally effective releases or waivers (satisfactory to Owner) ofi all Licn rights arising out of or Liens filed in conneclion with the Work. 3. In lieu of the releases or waivers bf Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may turnish receipts or rcleases in full and an at�idavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and othcr indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have bcen paid or otherwisc satistied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemniiy Owner against any Lien. B. Ln�Tineer .s Review of Application and Acceptance: 1. If; on the basis of Engineer's observation of the Work during construction and iinal inspection, and Engineer's review of the fiinal Application for Payment and accompanying documcntation as required by the Contract Documents, Engineer is satistied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fultilled, Enginecr will, within ten days at�er receipt of thc final Application tor Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owncr for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of I'aragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons fior refusing to recommcnd final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. 2. After execution of the Notice of Final Completion and Acceptance of the Work by the Owner, and execution of the "Acceptance of Compensation and Release of All Claims" by the Contractor (as provided in Paragraph 14.09.B of thc General Conditions), thc Uwner will make final payment to the Contractor of thc amount remaining afier deducting all prior payments and all amounts to be kept or rctained under thc provisions of thc Contract Documcnts, including the fiollowing items: a. Liquidated damages, as applicable; and, CI'I�Y UI� BRI;MI?R'1'C)N S'I'AND/�RD GfiNF.IZAL CONDI'I'IONS ' 0(1700-62 , 1 1 ' 1 � b. Amounts withheld by Owner under Parag 14.02.B.1 which have not been released; and, Two times the valuc of outstanding items of correction work or Correction List items yet uncompleted or uncorrected, as applicable. All such work shall be completed or corrected to the satisiaction of the Owner within the time stated herein and on the Notice of' Substantial Completion, otherwise the Contractor does hereby waive any and all claims to all monies withheld by the Owner to cover the value of all such uncompletcd or uncorrccted itcros. C. Puvment Becomes Dzre: l. Thirty days a(�cr the presentation to Owner of the Application for Paymcnt and ' accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer's recommendation, including but not limited to liquidated damages, will beco►ne due and will be paid by Owner to Contractor. ' D. Rclease of Retainage and Other Dcductions ' 1. After cxecuting the Notice of Final Completion and Acceptance (Paragraph 14.06), and not more than 60 days thereat�er (based on a 45-day claims period and 15-day processing tirnc), the Owner will releasc to the Contractor thc retained funds withhcld pursuant ,to the ' Agreement, less any deductions to cover pending claims against the Owner pursuant to Para� �14.02.B, providcd the following conditions are met: � ' ' a. Certificatcs approved by the Washin��ton State Department of Labor and Industries, Washin�rton State Employment Security Department, and all other departmcnts and agencies having jurisdiction over the activities ot'the Contractor have becn provided to the Owner. b. lfi the Contract Price hereunder exceeds $20,000, a release obtained from the Washington Statc Deparlment of Revenuc has been provided to thc Owner. ' c. Aftidavits of Wages Paid for the Contractor and each subcontractor approved by Washinglon Statc Department o1' Labor and Industries have bcen provided to the Owner. ' � ' d. No clai►ns, as provided by law, have been (iled against the retainage. e. The Owner has no claims under this Contract. f: Affidavit of total monics paid (if any) to each Minority Women F3usiness Enterprise subcontractor utilized on the project. g. Acceptance of Compensation and Relcase of All Claims fiorm submiried to the Engineer. 1 , CI"1'YOI� 13RI;M1?R'I'ON S'I�ANDARD GENI:RAL CONDI'170NS 00700-63 � 2. In the event that claims filed are not resolved at the end of the 45 day claim period, the Contractor shall be paid such retainage less amount sui�ficient to pay all claims or notices, together with a sum determined by the Owner to be suffiicient to pay the cost of such action and to cover attorney's fees, and any sums detennined by the Owner sufficient to pay its claims against the Contractor. 3. Upon expiration ofi the 60 day period relerred to in Paragraph 14.07.D.1, the amounts withheld pursuant to the provisions o1' Paragraph 14.02.B and D, for all remaining work items will be paid to the Contractor; provided that said work has been completed or correcled to the satisfaction of the Owner within the 30 day period. Otherwise, the Contractor does hereby waive any and all claims fior all monies withheld by the Owner under this Agree►nent in an amount two times the value of such remaining uncompletcd or uncorrected items. I 4.08 T'inu/ Comp/etiorr Delayed A. If, through no fault of Contractor, final completion of the Work is signiticantly delayed, and if� Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion ofi the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than thc refainage stipulated in the Agreement, and if bonds have becn furnished as required in Paragraph 5.01, the writlen consent of the surety to the payment of the balance due for that porlion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application f'or such payment. Such payment shall be made under thc terms and conditions governing final payment, except that it shall not constitutc a waiver of Clairns. 14.09 Waiver of �Claim.s A. The making and acceptance of final payment will constitute: A waiver of all Claims by Owner against Contractor, except Claims arising from unscttled Liens, from defective Work appcaring after iinal inspection pursuanl to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specifiied therein, or from Contractor's continuing obligations under the Contract Uocuments; and 2. A waiver of' all Claims by Conlractor against Owner other than those previously made in aci;ordance with the requirements herein and expressly acknowledged by O�vner in writing as still unsettled. B. Acceptance of Compensation and Release ofi All Claims. Bcfore final payment will be made by the Owner, the Contractor will be required to sign the "Acceptance of Compensation and Release of All Claims" f'orm stating the Conlractor's acceptance of the tinal payment as the full and tinal amount due i'rom the Owner. An example form is located in Appendix A. CI'I'Y OI' F21t1.:MI;R'I'()N S"1'ANI)ARD (;ENI;RAI. C'ONDI'I'IONS 00700-64 ' � 1 ' ' ' l�' ' ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 Owner N1ay Sarspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fxed. Contractor shall be granted an adjustment in the C;ontract Price or an extension of thc Contract Times, or both, directly attributable to any such suspension il' Contractor makes a Claim therefior as provided in I'aragraph 10.05. 15.02 Owne�� Mcry• Terrninate for Cuusc A. The occurrence of any one or more ol�the following events will justify termination for cause: l. Contractor's persistent failure to perf'orm the Work in accordance with the Contract Documents (including, but not limited to, failure to supply su1'ficient skilled workers or suitable matcrials or equipment or failure to adhere to the Progress Schedule establishcd under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; ' ' � ' ' ' ' ' ' 1 3. C:ontractor's disregard of the authority ot'Engineer; or 4. Contractor's violation in any substantial way of any provisions of lhe Contract Documents. �, B. Ifi one or more oi'the events identified in paragraph 15.02A occur, Owner may, after giving Conlractor (and the surety, ifi any) seven days written notice, terminate the services of the Contractor, exclude the Contractor from the Site, and take possession of the Work and of all of the Contractor's tools, applianccs, construction cquipment, and machinery ai the Site, and use the sa►ne to the full extent they could be uscd by Contractor (without liability to Contractor fior trespass or conversion), incorporate in the Work all materials and equipment stored at the Site or for which the Owner has paid Contractor but which are stored elsewhere, and tinish the Work as the Owner may deem expedient. C. [f Owner procecds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. II'the unpaid balance of the Contract Price excecds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, archilects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owncr arising out ofi or relaling to completing the Work, such cxcess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difterence to Owner. Such claims, costs, losses, and dama�es incurred by Owner will bc reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any righls or remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the Work perlormcd. D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated if Contractor begins within seven days of reccipt ofi notice of intent to terminate to correct its C11'Y OF BRF:MER'I'ON S'I'nNDARI) GI�NI:RnI. CONI.)I'I'IONS 00700-65 , f'ailure to perform and proceeds diligently to cure such failure within no more than 30 days of reccipt of said noticc. E. Where Contractor's services havc been so terminated by Owner, the termination will not atfiect any rights or remedies of Owner against Contractor then existing or which may thereafler accrue. Any retention or payment of money due Coniractor by Owner will not release Contractor from liability. F. Il' and to the cxtent that Contractor has providcd a performance bond under the provisions of Parageaph S.OI.A, the tern�ination procedures of that bond shall supersede the provisions of Paragraphs 15.02.B and 15.02.C. 15.03 Otiv»er• Muy Terminate For Conveniencc� A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, tenninate the Contract. In such case, Contractor shall be paid for (without duplication ofi any items): l. Completed and acceptable Work executed in accordance with the Contract Documents prior to the cf�'ective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. Expenses sustained prior to the efi�ective date o1' termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profiit on such expenses; B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out ofi or resulting from such termination. 15.04 Contractor ll�luy StoJ� Wo�-k nr Termii7ate A. It; through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order ofi court or other public authority, or (ii) Engineer fiails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 60 days to pay Contractor any sum (inally deter►nined to be due, then Contractor may, upon Fourteen days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contracl and recovcr from Owner payment on the same terms as provided in Naragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has fiailcd for 60 days to pay Contractor any sum finally determined to be due, Contractor may, Fourleen days aiier written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Timcs or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Para�raph. CI'I'Y OF BRGML•:K"I'ON S'I'ANI�ARD GL;NI',RAL CONDI"I'IONS 00700-66 � ' ' ' ' ARTICLE 16 — DiSPUTE RCSOLUTION 16.01 Methoc�!s and Procedz�re,s A. Time Limitation and Jurisdiction. The Owner and Contractor hereby mutually agree that, lor the convenience o1'both parties, any claims or causes of action which the C:ontractor has against the Owncr shall be brought within I 80 calendar days a1�er the date oP linal payment by the Owner. (t is furthcr agreed by Owner and Contractor that all such claims or causes ofi action, if resolution is sought through litigation, shall be brought only in thc Superior Court of Kitsap County, Washington. l3. Conditions Precedent. Bet��re seeking claim resolution through litigation, the C.:ontractor shall ' proceed under lhe administrative procedures required by Paragraphs 9.08 and 10.05. The provisions of these Paragraphs must be complied with in full as conditions precedent to the Conlractor's right to seek claim resolution through litigation. ' � 1 ' � ' ' ' 1 ' ' AItTICLE 17 — MISCELLANEOUS 17.01 Givin�� Notice A. Whenever any provision ofthe Contract Documents requires the giving oi'written notice, it will be deemed to havc been validly given if Delivercd in person to the individual or to a member o(' the fiirm or to an ot�icer of the corporation Ior whom it is intended; or 2. Delivered at or sent by rcgistered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 ComJ�z�tution of'Times A. When any period of time is relerred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicablc jurisdiction, such day will be omittcd from the computation. 17.03 CIli711lICllIVC' Remec/ie.s A. Thc duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hcreto are in addition to, and are not to be construed in any way as a limitation oi; any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as ii' repeated specifcally in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. ' crrY oi t3izi:Mf R�rc�N S'I�nNI)ARI) GENI�RAL C(�NDITIONS 00700-fi7 ' 17.04 S2rrvivul of �Obligutions A. All representations, indemnifications, warranties, and guarantces made in, required by, or givcn in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance ofthe Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Controllin� Lutiv A. This Contract is to be governed by the laws of the State of Washington. 17.06 Neudirtgs A. Arlicle and paragraph headings are inserted for convenience only and do not constitute parts oi� thesc General Conditions. 17.07 Admiizi.stra/ive Pr��cedr�re,s ur�d Form.s A. Various administrative forms are required to be uscd by the Contractor or will be otherwise presented to the Contractor during the performance of'the Work including: 1. Requcst for Clarilication (RFC) ?. Shop Drawing Submittal/Transmittal 3. Work Change Directive 4. Change Order 5. Daily Force Account Report 6. Application and Certiticate for Payment (I'ro�ress Payment Form) These forms will be distributed to the Contractor at the Preconstruction Conference referenced in Paragraph 2.06 or will be otherwise presented to the Contractor for signature as provided herein. 17.08 Ri�ht to Azrdit A. If'the Contractor submits a claim to the Owner for additional compensation, the Owner shall have lhe right, as a condition to considering the claim, and as a basis for evaluation of the claim, and until the claim has been sett(ed, to audit the Contractor's books to the extent they are rclevant. This right shall include the right to examine books, records, documents, and other evidence and accounting procedures and practices, sufficient to discover and verify all direct and indirect costs ofi whatever nature claimed to have been incurred or anticipated to be incurred and for which the claim has been submitted. The right to audit shall include the right to inspect the Contractor's plant, or such parts thercof, as may be or have bccn engaged in the performance of'the Work. The Contractor f'urther agrees that the right to audit encompas.ses all subcontracts and is binding upon Subcontractors. The rights to examine and inspect hcrein C'1'I'Y UI' 13RF..MF..R"1'ON � S'I'ANUARI� (iFNI�RAI, CONDI'flONS oo�oo-�x 1 ' ' ' C� provided t��r shall be exercisable through such represeniatives as the Owner deems desirable during the Contractor's normal business hours at the office ofi the Contractor. The Contractor shall make available to the Owner fior auditing, all relevanl accounting records and documents, and other financial data, and upon request, shall sub►nit true copies of requested records to the Owncr. 17.09 Scveruhilih- A. If any term or provision of this Agreement is declared invalid or unenforceablc by any court of , Jawful jurisdiction, thc remaining terms and provisions of the Agrcement shall not be afifected thereby and shall remain in full force and etfect. � , ' 1 ' ' ' 1 ' , ' ' 17.10 Wui ver A. The waiver by the Owner of any breach or violation of any tcrm, covenant or condition of this Agrecment or of any provision, ordinance, or law shall not be deemed to bc a waivcr of any other lerm, covenant, condition, ordinance, or law or of� any subsequcnt breach or violation of the same or of any other term, covenant, condition, ordinance, or law. The subsequent payment ofi any monies or fee by the Owner which may become due hereunder shall not be deemed to be a waiver ofi any preceding breach or violation by Coniractor or any lcnn, covenant, condition of this Agreement or of any applicable law or ordinance. ARTICLE 18 — WASHINGTON STATE REQUIREMFNTS 18.01 Trerrch F.xc uvatic�n Sufe Sy,stem,s A. As requircd by RCW 39.04.180, on public works projects in which trench cxcavation will exceed a depth of four feet, any contract therefor shall require adequate safiety systems for the trench excavation that meet the requirements of the Washington Division ofi Industrial Salety and Health Act, Chapter 49.17 RCW. This requirement shall be included in the cost estimatcs and bidding forms as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidcntal cost is prohibited. 18.02 PGVI7IL'i1t Of P)'L'VGZIlJ1� WC1�4, B. In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplcmented, and any regulations adopted pursuant to these statutes, there shall be paid to all Iaborers, workmen or mechanics employed on this contract at least the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the Contractor and any la6orers, workmen, mechanics or subcontraclors. C'. The prevailing wage rates to be in force during the duration ofi this contract are included in Attachment A located at the end of the Supplementary Conditions. However, the Contractor shall be obligated to confirm that the ratcs are current and conform to the controlling statutes and regulations. Any wage deticiencies shall be at the Contractor's sole risk and expense. ' CI'I'Y ()I� HRFMER"I'()N Sl'ANI)ARI) GF;NIiRAI, CONDI'I'IONS 00700-G9 1 The wage rates shall be included as part of any subcontractors the Contractor may enter into for work on this project. D. The "prevailing rate of wage" shail be the rate of hourly wage, usual benefits, and overtime paid in the locality, as hereinafter detined, to the majority of workmen, laborers, or mechanics, in the same trade or occupation. In the event that there is not a majority in lhe same trade or occupation paid at the same ratc, then the average rate of hourly wage and overti►ne paid to such laborers, workmen or mechanics in the same trade or occupation shall be the prevailing rate. If the wage paid by any Contractor to laborers, workmen or mechanics on any public work is based on some period o1'time other than an hour, the hourly wage for the purposes of this shall be mathematically detcrmined by the number of hours worked in such period of ti►ne. E. The "locality" shall be the largest city in the county wherein the physical work is being performed. F. The "usual benefits" shall include the amount of: 1. The ratc of contribution irrevocably made by the Contractor to a trustce, or to a trustec or to a third person pursuant to a fund, plan, or program; and 2. The rate of costs to the Contractor which may be reasonably anticipated in providing benelits to workmen, laborers, and mechanics pursuant to an enl'orceable commitment to carry out a linancially responsible plan or program which was communicated in writing to the workmen, laborcrs, and mechanics affected, for medical or hospital care, pensions on retirement or death, compensation for injuries or illness resulting from occupational activity, or insurancc to providc any of thc foregoing, for unemployment benetits, lifie insurancc, disability and sickness insurance, or accident insurance, fior vacation and holiday pay, l��r defraying costs of apprenticeship or other similar programs, or for other bona fide fringe benefits, but only where the Contractor is not required by othcr Federal, statc or local law to provide any of such benefits. G. The rulcs and regulations of the Department of Labor and Industries and the schedulc of prevailing wage rates for the locality or localities where this contract will be perfiormed as determined by the industrial Statistician of the Department of Labor and Industrics, are by reference made a part of this contract as though fully set forlh herein. Inasmuch as the Contractor will be held responsible for paying the prevailing wages, it is imperative that all Contractors fiamiliarize themselves with the current wage rates before submitting their bids based on thesc specifications on projects govcrned by wage rates determined by the State of Washington Department of Labor and Industries and the U.S. Secretary of Labor. If there is a dififierence between the two in the prevailing rate ofwage for a similar classifiication of labor, the Contractor shall pay not less than the wage which is the higher ofi the two. H. The Contractor, on or bcfore the date of commencement of work, shall fiile a statement under oath with the Owner and with the director of Labor and Industries certifying the rate of hourly wage paid and to be paid each classifiication of laborers, workmen, or mechanics employed upon the work by the Contractor or Subcontractor which shall be not less than the prevailing CITY OF 13RI;MERTON S'I'nNDAKD GI?NEKAL CONDI'I'IONS 00700-70 , 1 rate of wage. Such statement and any supplemental statements which may be necessary shall be filed in accordance with the practices and procedures required by the Department of Labor and Industries. , 1 � LJ 1 ' 1 � ' � 1 ' L_� 1 � In case any disputc arises as to what are lhe prevailing rates of wages for work ofi a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Dircctor ofi the Department of Labor and Industries of the State of Washington and his decision therein shall be final and conclusive and binding on all parties involved in the dispute. J. Prior to commencing work, each contractor and each and every subcontractor shall fiile a sworn statement of intent with the Owner and with the Department o1' Labor and Industries as to the prevailing wage rate, including I'ringe benelits, for each job classilication to be utilized. K. Each application for payment submitted by a Contractor tor payment on a project estimate shall state that prevailing wages have been paid in accordance with the pre-filed statement or statcments of intent on tile with the Department of Labor and Industries as approved by the Industrial Statistician. L. At the conclusion of the project, the C:ontractor and its subcontractors shall submit affidaviis of wagcs paid and request for release to the Department of Labor and Industries for certification by the Director. Release o1' retainage on the contract shall be withheld until certification by the Director has been received by the Owner that the prevailing wa�e requirements of thc law have been satis(ied. 18.03 Wcctej� Pc�Ilrrtion Cnntrol Reqarir•emcj�t.s A. The Contractor shall conduct thc Work in accordance with all applicable pollution control laws. The Contractor shall comply with and be liable for all penalties, damages, and viotations under Chapter 90.48 RCW, in performance ot'thc Work. 18.04 Yreventinn of�L'nvif�onmental Pollution & Preservuzio» off'zihlic Nutz�ral Resorrrces A. Thc following list represents those federal, state and local statutes, ordinances and regulations pertinent to the preservation of public natural resources currently known to the Owner that may aficct or are atfected by the work. l3idders shall rcview such materials and related regulations prior to submitting bids. 1. Federal. National Environmental Policy Act ol� 1969, 42 USC;C 4321 et. seq; Executive Order 1 1514; Clean Water Act, 33 USGC 1251 et seq. 2. STATE. Water Pollution Control Act, Chapter 90.48 RCW; State Environmental Policy Act ofi 1971, Chapter 43.21 C RCW and WAC Chapter 197-1 l; Noise Control Act of 1974, Chapter 70.107 RCW; Washin�,non Clean Air Act, Chapter 70.94 RCW and WAC Chapter 173-400; Shoreline Management Act of 197i; Chapter 90.58 RCW. END OF SECTION � CI'I'Y OI' BRI;ME:K'fON S'I�ANI)nRl.) GI'.NERAL CONDI'I'IONS 00700-71 1 1 ' , SECTION 00800 SUPPLEMENTARY CONDITIONS GENERAL , These Supplementary Conditions (SC's) amend or supplement the Standard General Conditions (General Conditions) of the Construction Contract and other provisions of the Contract Documents ' as indicated below. All provisions which are not so amended or supplemented remain in full Force and effect. � ' i � ' � � ARTICLE 2 - PRELIMINARY MATTERS SC - 2.05.A.3 Delete Paragraph 2.05.A.3 of the General Conditions and replace with the following text. 3. The Contractor shall submit a detailed Schedule of Values (SOV) at the pre- constructiori meeting for review by the Owner. At a minimum, the SOV shall include the following items: �nobilization (not to exceed 10% of the base bid cost), subcontractor costs, cutting/restoring door panel, preliminary cleaning, abrasive blasting, prime coat, stripe coat, intermediate coat, top coat, cleaning and disinfection, site restoration and force account. Payment requests will not be approved until the Schedule of Values has been reviewed and accepted by the Owner. SC - 2.06.B. Add the Following paragraph: B. The Pre-construction conference/meeting shall at a minimum cover the following topics: • Name, authority, responsibilities, and contact information for parties involved 1 ' ' 1 ' • Review of pre-construction submittals. • Project Procedures: - Progress Meetings - Correspondence - Notification - Submittals - Requests for Clarifications - Change Orders and Work Change Directives ' RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 SUPPLEMENTARY CONDITIONS 00800-1 ' • Confirmation of hours and days of work • Overall Schedule • Site Security • Site Concerns • Temporary Utilities and Controls • Hold/Inspection Points • Quality Control • Testing During Construction • Contractor's Coordination • Data Collection • Punch Lists and Project Closeout Procedures • Final Deliverables including Record Drawings, Approved Submittals, Quality Control Reports, and Special Guarantees. ARTICLE 3- CONTRACTS DOCUMENTS; INTENT, AMENDING, �tEUSE SC - 3.03.B. Delete Paragraph 3.03.B.1.a of the General Conditions in its entirety and insert the following in its place: A. In resolving conflicts resulting from errors or discrepancies in any of the Contract Documents, the order of precedence shall be as follows: 1. Permits from other agencies as may be required by law 2. Change Orders 3. Agreement 4. Addenda 5. Contractor's Bid (Bid Form) 6. Supplementary Conditions 7. General Conditions 8. Technical Specifications 9. Referenced Standard Specifications RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 SUPPLEMENTARY CONDITIONS 00800-2 � � 1 ' � � � ' ' � � � 1 ' � ' 10. Drawings With reference to the Drawings the order of precedence is as follows: a. Dimensions govern over scaled di►nensions. b. Detail drawings govern over general drawings. c. Addenda and Change Order drawings govern over any other drawings. d. Contract Drawings govern over standard drawings. ART[CLE 4- AVAILAB➢LITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS SC - 4.02.0 Add the following paragraph after 4.02B of the General Conditions. C. CONTRACTOR may rely upon the general accuracy of the technical data contained in reports and drawings listed below, except for such physical dimensions that can be field verified. The reports are available from the Engineer upon request. Reports and drawings shall not be understood to be, and are NOT Contract Documents. The Contractor shall indemnify, defend, and hold harmless the Owner, the Engineer, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of the Work, but not from the sole negligence or willful misconduct of the Owner and/or the Engineer. Such indemnification by the Contractor shall include, but not be limited to, the following documents: • Reservoir 10 North Condition Assessment •Photographs of Reservoir 10 North lnterior SC - 4.06.A. Add the following at the end of Paragraph 4.06.A of the General Conditions: !n preparation of the Contract Documents, the ENGINEER has used the following reports and/or drawings, e�+plorations or tests of any hazardous environmental condition at the Site: There are no hazardous environmental condition reports associated with this rp olect• ARTICLE 6 - COIVTRACTOR'S RESPOIVSIBILITIES SC - 6.02 B. Add the following at the end of paragraph 6.02.B ' Regular working hours shall be 8 hours per day, plus lunch break, 5 days per week, Monday thru Friday. Alternatively, the Contractor may work 10-hour days, 4 days per week. The Contractor shall worlc no more than 40 work hours per week. Work on weelcends and , RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 SUPPLEMENTARY CONDITIONS 00800-3 ' holidays is not permitted. The hours of work shall be between 7 a.m. and 5:30 p.m. Work hours greater than 8 hours per day (or 10 hours per day for 4-day week schedule) or more than 40 hours per week shall be considered overtime. The Contractor shall not work outside these parameters, nor work overtime, unless requested in writing (via e-mail) and approved in writing by the Owner. Any such requests shall be made at least 48 hours before the actual work. The Owner shall generally not refuse reasonable schedule modifications. The Contractor shall notify the Owner at the pre=construction meeting of their intention to work a 4-day or 5-day week. By default, the Owner will assume the Contractor is working 8-hour days, 5-days per week. [f the Owner agrees to allow the Contractor to work overtime for the Contractor's convenience, this does not imply that the Owner agrees to pay for any wages or costs associated with the overtime work. Costs associated with overtime work shall always be borne by the Contractor, unless the Owner specifically directs in writing that overtime work must be used to accomplish a task. SC - 6.05 Delete this paragraph in entirety. SC - 6.20.E. Add the following at the end of Paragraph 6.20 of the General Conditions: E. The provisions of this section shall survive the expiration or termination of this contract. SC - 6.22 Add the following new paragraph 6.22: 6.22 Weekly Progress Meetings A. The Contractor must attend mandatory weekly progress meetings to be conducted by the City. Meetings shall be at City offices, or at another location to be designated by the City. Attendance is required by the superintendent or other representative acceptable to and approved by the Owner. The Contractor shall submit and discuss the 3-week look ahead schedule at the meeting. The agenda shall include discussion and review of the following items at a minimum: • Critical items/action list. • Work progress. Compare actual progress with planned progress shown on Contractors rolling three-week Schedule. Discuss corrective action required. Compare actual and projected progress with Contractor's Construction Schedule; propose methods to correct deficiencies. • Submittals; review delivery dates and date of need for critical items. • Coordination problems. • Schedule needed testing and critical inspections. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT SUPPLEMENTARY CONDITIONS FEBRUARY 2015 00800-4 , ' 1 ' ' , � 1 ' � � ' 1 � ' , ' 1 ' • Critical requirements for each trade or major piece of equipment prior to beginning work or installation. • Contractor Quality Control. • Open items on Engineers "Items of Concern List." • Impact of proposed changes on Progress Schedule. • Other business. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLET[ON SC -14.07 A.4 Add the following at the end of paragraph 14.07 A. The Contractor shall, prior to requesting final payment, obtain and submit the following items to the Owner: • Written guarantees and warranties, where required • Technical manuals, data sheets, samples • City-owned keys or locics used for the project • Project reports; data, and record drawings where required • Releases from all parties who are entitled to claims • Executed form: Acceptance of Compensation and Release of All Claims END OF SECTION RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 SUPPLEMENTARY CONDITIONS 00800-5 C 1 1 1 1 1 1 � � � � � 1 , ' � � � ATTA C H M E N T A KITSAP COU NTY PREVAI LI NG WAG E RATES FROM FEBRUARY 4, 2015 � ' ?J3/2015 about blank ' 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. , 1 ' Journey Level Prevailing Wage Rates for the Effective Date: 2/3/2015 �. ..-�- - - �. . . _ . _. _ . . .._._. �Countv Trade _ Kitsap CarpentPrs . .. . j Kitsap Carpenters � Kitsap Carpenters ' 4 1 Kitsap Car�enters { Kitsap Carpenters ' Kitsap Carpenters Kitsap Carpenters . . .. .. .. Kitsap Ca�enters ' _ .. .. . . .. . ._ .. � Kitsap `Cement Masons Kitsap Fla.g�ers ' . . ........ Kitsap :Ironworkers ` Kitsap � Laborers ' ;..... _ Kitsap : Laborers ,. .. .. . . ! Kitsap Laborers .. . .. , . ... ....... .. . . . . ' Kitsap Laborers Kitsap Laborers Kitsap Labarers ' . . .... . .. .. . . .. ... . .. Kitsap Laborers , ... ... . Kitsap Laborers , .... :.. Kitsap Laborers .. Kitsap Laborers .. ' Kitsap ; Laborers Kitsap Laborers . Kitsap Laborers ' . . ... Kitsap Laborers Kitsap ' Laborers ! Job Classif�catiora Wa e�Holiday Overtir�e! Note Acoustical Worker $52.32 5D 4C � ..' . ... . _ . ... Brid e Dock And Wharf $52.32 5D 4C Carpenters ..... . . .. . .. � .. .... —... Carpenter $52.32 5D 4C Carpenters on Stationary Tools $52.45 5D 4C : . ..... . ...... . Creosoted Material $52.42 5D 4C .. Floor Finisher $52.32 5D � 4C . ... .... . .. . . ...... . . . ..... .. . .. .. .. ... ... .. ... .. _ .. . .. . . . .... ; . .. . ... . . . .. . . .. . Floor Layer ; $52.32: 5D 4C . . . . .. .. .. . . ....... .. .. . ... . . .... . Scaffold Erector � $52.32` 5D 4C . .... y . . .. . . � Journe Level $52.38 7A 1 M ;.. . y . .. —.. .. . �Journe Level $36.17 7A 31 .. Journeyman $61.62 7N 10 .. .. . . . .. .. .. . — .. .. . . �Air, Gas Or Electric Vibrating $42.67 7A 31 �Screed ;.. . . . :. � Ai rtrac Dri ll Operator �$44.00 7A 31 _ . ,. Ballast Regular Machine $42.67 7A 31 ,. . . .. . : . ..... .. . . . ... Batch Wei�hman $36.17; 7A 31 . _. . ;... .. . .. Brick Pavers $42.67 7A 31 ,.. ....... . . ; .... ... ..� .... .:: . .. . . . — Brush Cutter $42.67 7A 31 � , . .. . .:. .:. . . .... ' _ Brush Ho Feeder $42.67 7A 31 . .. : .. ... ... .. . . . . , . . ..... . ..... ... . . .. — � Burner ; $42.67 7A ; 31 , . ,.. . ::. . _ . _ .. ..... . .. ... .. : . . ... .. . .. . . . ..._ ;Caisson Worker ; $44.00: 7A 31 ;. ,. . :. , ... ... , ., Carpenter Tender $42.67; 7A 31 . : . .: .:. . . ... .:: .. ... ... .. _ . . .. .: ; , . .... .. Caulker $42.67' 7A 31 . .. —.:. ..... _ Cement Dumper-paving $43.46 7A 31 . . . .. .. . . . ... . .:.. . . .... . . :. : . . . .. ; . ....:.. Cement Finisher Tender $42.67 7A . 31 . ...: : Change House Or Dry Shack $42.67 7A 31 . . . .. . . . . .. ... . . . . .. .... ... . . . : .: . Chipping Gun (under 30 Lbs.) '$42.67 7A 31 � i t https://fortress.wa.gov/InUwagelookup/prvWagelookup aspx 1/13 v 3/2015 about:blank I Kitsap Laborers Chipping Gun(30 Lbs. And Over) '$43.46 7A 31 f x . .. . .. . ... `Kitsap Laborers Choker Setter $42.67� 7A 31 Kitsap Laborers Chuck Tender $42.67 7A 31 � .... Kitsap `Laborers Clary Power Spreader $43.46 7A 31 Kitsap Laborers 'Clean-up Laborer $42.67' 7A 31 ... Kitsap Labarers Concrete Dumper/chute $43.46 7A 31 Operator Kitsap Laborers �Concrete Form Stripper '$42.67 7A 31 . Kitsap Laborers Concrete Placement Crew $43.46 7A 31 . . .. Kitsap Laborers Concrete Saw Operator/core $43.46; 7A 31 , Driller Kitsap Laborers Crusher Feeder $36.17 7A 31 ...... � Kitsap Laborers `Curin� Laborer $42.67 7A 31 Kitsap Laborers Demolition: Wrecking �t Moving $42.67; 7A 31 ' (incl. Charred Material) _ . - Kitsap ' Labarers Ditch Digger $42.67 7A 31 _ .. . Kitsap Laborers ' Diver $44.00 7A 31 . ..... ... . Kitsap Laborers DrillOperator $43.46 7A 31 (hydraulic,diamond) : ;. .. ... Kitsap Laborers � Dry Stack Walls $42.67 7A 31 Kitsap � Laborers Dump Person $42.67 7A 31 ' .. � � Kitsap Laborers ' Epoxy Technician $42.67 7A 31 Kitsap Laborers Erosion Control Worker $42.67 7A 31 .. . Kitsap Laborers Faller �t Bucker Chain Saw $43.46 7A 31 , . ...... � .... . Kitsap Laborers Fine Graders `$42.67� 7A 31 - ,... - .. . i Kitsap Laborers Firewatch $36.17 7A 31 , .. . ... .. . � Kitsap Laborers Form Setter $42.67 7A 31 .. . - ; Kitsap Laborers Gabian Basket Builders $42.67 7A 31 , ; � Kitsap Laborers General Laborer : $42.67 7A 31 i .. -. �K�tsap Laborers Grade Checker £� Transit Person $44.00 7A 31 � Kitsap Laborers Grinders $42.67 7A 31 �.... . ... .. 'Kitsap Laborers �Grout Machine Tender $42.67 7A 31 , .. . .... �Kitsap Labnrers Groutmen (pressure)including ` $43.46 7A 31 � Post Tension Beams i.. .. � Kitsap Laborers Guardrail Erector $42.67 7A 31 ,. i Kitsap Laborers Hazardous Waste Worker (level $44.00 7A 31 , A) � ; Kitsap Laborers Hazardous Waste Worker (level $43.46 7A 31 � g� , . , ... .... �Kitsap Laborers Hazardous Waste Worker (level $42.67 7A 31 !I . . . .. . . � � �.. . . . Kitsap Laborers High Scaler $44.00 7A 31 . . . .. . . . . .. . .. Kitsap ` Laborers Jackhammer $43.46 7A 31 � Kitsap Laborers Laserbeam Operator '$43.46 7A 31 �.. ........ .... ; Kitsap Laborers Maintenance Person $42.67 7A 31 , .. � , https /ffortress.wa.gov/Ini/wagelookup/prvWagelookup aspx 2/13 ' 2/3/2015 I Kitsap ' ' ' ' ' ' ' ' , ' ' ' 1 ' ' ' ' Kitsap Kitsa_p_ Kitsap Laborers ,. ..._.�_.... . ... ...__...... Laborers � Laborers _ Laborers about:blank �Manhole Builder-mudman ; $43.46€ 7A � 31 __.. .. .._._.._........__.... .. .. ___.. .___._..... . ---- , .._..._...... _.__ ........... .._.._.,... .._.__. . .._. ... ..... _.._. .. . . ......_._.._......___. . ..- ---. .. .. . ... Material Yard Person $42.67; 7A 31 __.. . ._.__ ._... _. ... .... .._.. ... . . . ....... .. ...._._ _ . _.._._ ..... ............. ..__...... .... . .. ... . ..._ .... .... --,._. _. . .. .. _....._ _ .. _. _ . ..... _ _ _._... ... _. _ .. �Motorman-dinky Locomotive ` $43.46� 7A : 31 __ . . . _..._. ....._ . ... .. .._. ..... . __...... .. .. .---__... ....__... . . .._...... ... _. _._ � ._.__ .. ._ �_. . _ .. .... ... ..._._....... ._ _...... _.__.. . . ..... Noaleman (concrete Pump, $43.46 � 7A 31 �Green Cutter When Using ' � �Combination Of High Pressure � jAir �t Water On Concrete �r ; i Rock, Sandblast, Gunite, ' 3 �Shotcrete, Water Bla ; ; _.. _..... _.. , _. ......... ........_... . . . ..._._... .._._.__. .......---- -�----.... _- - ------. ..----................_... . . ----- _...._ . . ....... . ___.... _---......---- - -- —� --- � ;_ a Kitsap Laborers Pavement Breaker '$43.46; 7A 31 .... . .... . ... ..... .... . .. - -�--. . . ._.._ _.... . . _. _... _ ... . . _.. - - -.. . ...._...... ..... _. ... . _.._ .. . _..__. ..... Kitsap Laborers :Pilot Car $36.17j 7A 31 -- _... . . . . ---.. ...... _ .... ...._.... ._ . ...... .. . ._. . ... . _...... ... ..... _.. . ...._. .......__ . .. .... ........ --- .... .... �_. .. :.. ._....__.. . _. __.._.._ _.._....... ...-- Kitsap Labor Pipe Layer Lead $44.00; 7A ; 31 .............--..... _......__...... ...----. _ .. .. ...._. __..... .. _.__.. . :_... ... _ ..._.._ . . .. _._...... ... .---._.. _. __. .. __..... _.. _...._. ....._ .. . . __._ . .._.. _--- -- ...._.. . Kitsap Laborers �Pipe Layer/tailor �$43.46� 7A � 31 _. . . ._ ...- - - ..._ . _. .. _. ... . .�._.._. ....—... ' _.. . . ... . . . _ ._. ... _........ _ _ ..... . . _.._ .. . . _ Kitsap , Laborers ' Pipe Pot Tender �$43.46 7A 31 ' _.._ _ ..__.__.. _____...... ..�_._. . .___. __.._. _.._ ._...1___.. - ------ . _._�__.. . .. ____ _. - � � _.. _._. _ __ . �._. _ _____.. ...__�. __ �. -=------ . Kitsap Laborers �Pipe Reliner �$43.46� 7A 31 . . . . .. _. . .._. . . _ ..... ......... . ..... . ..: .. _.. _.. .. .. . .. _.... ..._............_.... _ - - . _ . ... ......._ Kitsap 'Laborers iPipe Wrapper ;$43.46� 7A 31 ; _._.. ......__..... .. . .___.. ..... _..._._.. ... ......_.. .. _.._... .. .. ..__....._... __...... ...___�.... .. ..._�... . ...._.__. ....... �._. ... .....�_. ,.. _....�. . .... ___._._. ...._........... ._.__ ... .;.._._...... .....-- Kitsap Laborers Pot Tender $42.67? 7A ; 31 _ .. .._..._. _ .. . _..... ........_..- .... ............. .................. ........._.. . ... _.._._. ....._...._ _....._._ ._. _ _._............ ...._._ ;. . __._ .. _ � _.... . .__ _ _... ... .. ._ _...._ _. _ .. _ _._. . .: Kitsap Laborers ;Powderman ; $44.00� 7A ' 31 ..... . ._. .... . ....._.. . ..._.._........ .---._.. . :...._................._.........._.�.._....... _._.._._.... __ __ ` _ ; _ ._.... . ----...._........ _,.__._...._.__..... : ..___ ...... ........_._._ . ............. ... -- Kitsap Laborers 'Powderman's Helper ;$42.67 7A 31 � _... _.�._......._.—_..........._..... ......�___........----....---......... �_..... ......_..___........_�.......__.._.. .._..__.......__.___n.. ____ ... ..........__. . _... ._._. .. .__.. .:.---... . __.. . ;. __ Kitsap Laborers � ower Jacks `$43.46I 7A � 31 ' + . . . ..._._. . _.... . .. . ----- .. ... . . _. . .. .. ... ... _ ... ... .._. ..... _ .. ... .. ... _ . .. ....._ . ...... ._ ._.. . . . ._ .... .._. _._ _. .. Kitsap � Laborers f Railroad Spike Pulter - Power ; $43.46 � 7A 31 __ . ......_..._.........;..._.._ .............-----.._..__._...... ....._...... . � _.__. _.._�_._.__.....__.._........._...__..........._...__. ----. . .....__.__ .. . ...___..... .._--�____._. .....� ...............__.....__....�._.�..... �_. �..._.... _.._ Kitsap ; Laborers Raker - Asphalt `$44.00� 7A ; 31 . . _... .. _. _ _ . ..__ _ . Kitsap I Laborers ; Re-timberman $44.00 7A � 31 , _.. _.. .......... ...__. . �._ - ---- ...---- ...,_._ ..__. .. .__...- -----..... ___..... _..__. ; ---._.._..�_.._ .—__. .;.�---.. .._ _. ___.. ...__ Kitsap Laborers ,Remote Equipment Operator €$43.46; 7A 31 '� --........_._.__. :.....__�_..... .....___._... ....__._._...,_..._.._..... ....._..._� .. �_...__..... _.._.___._ ..___.__. _. __.. ._ .........._._. .....__._..�. ._.__._.._ ....:_._...........______. . __ __.__. --._... ... ...._ _ Kitsap ' Laborers iRigger/signal Person �$43.46i 7A 31 i �. . . ...._...._ . .... .._....... . _ . _ ... ...... _ .. . . .... _. .. ... . _.. . ..., .. _... .. ... _ _. .... ...... ... _.._ . ... .. ... _ _..._ . . ... ....... : . .. ._. _ ... ... �. _ .._ .. _. __. ... _:... _..._. � . ... ..----.. . : .. _ .... ... ... _.. Kitsap � Laborers : Ri p Rap Person $42. 67 i 7A � 31 _..._.........�... .,... __.........T_.�......__..._......._.__.... ...---........,._.___.....---_,.._.__ ......_ ...............�_........�.._.... _...__.....;....._^...._...._�____...: __.,__....�.__._........___ __.. i ..___......._� Kitsap ' Laborers ° Rivet Buster '$43.46 � 7A 31 .. . ............. _... ........ ... ._ .. .._ ................... .... .. .._.. .__ ........_. _.._... . .._............... ....... _....... ..... ...._._.........� Kitsap ; Laborers : Rodder $43.46� 7A 31 , � � _._......-----._...----......._._�._...........__._.. ....�.........__.._ .......... ...�_..........._..__..__.....�_......._._�......... _......---.._. ......�_...:........_...._.. .� ._..�._....—_..,_...�.._......____....__._.._.............__ Kitsap Laborers �Scaffold Erector ;$42.67' 7A 31 _........�...._.._...........�...._........_.__._..._..._ .................. .... .. �--._...... ..._..........__._... ......_......_ ...._...................:..._.__._......_---....._._... ........ _._......._..._. Kitsap ;Laborers �Scale Person ` $42.67� 7A 31 ` _ .. . ....�._.... ...._.._.__.... ..---._... ...._..._ .. . ........... .. _....._...._;.._...... ..._ ..�..... �..._..._.._.......---.._. ........._... .. ..._............ ---_._..._.,._.._. �......._........_.�.......:. ._._............�---_.. .�...-- Kitsap Laborers ; Sloper (over 20") $43.46 i 7A ' 31 _.... .... ._._..... , - ---.._. .._..__ ...... ............. ..... ...---._... ...�......... ..,.._.. .............._..... ._..____...........-�----........._.._..........�.._..............____..._ _.�_..._.. . .__--- -. .:... _.__.. ... ._.__. _ _. Kitsap Laborers �Sloper Sprayer ?$42.67 7A i 31 _ .. _..__ .. ..... _---..... .. �. �. .... . ._. _ . . .._ .. . ... .� .... ..... .. ... __ _ _. .. . _ ._...... ..... .. .. . ... __ ... .._ _ ... ... .:... ... . .. ._..... . _.._ _. �_ _...... ... ._ . ... _.... Kitsap � Laborers :Spreader (concrete) ` $43. � 7A ; 31 ___...... _. __._...._ �. ....____.........T.......__._..._........_..._._........____........ __. ___...... ....� _._._.. ____ .............. ...._........�.__..__...........—_._ ...___.. _...;....__.__...._ .....,... .� Kitsap � Laborers ;Stake Hopper �$42.67� 7A 31 ; � ..._ ... ......._ _.. . ... _. .. _. _.. .. _ .......... .. .:......_.. .... . _.. ...... _.._ ......_ .. _ . ...._.. .... _ .. . .. ._ .. .. ... .... �. . _ . _ . .. ... _ . .;... Kitsap iLaborers �Stock Piler j$42.67� 7A 31 � .._. . .... ._.. ..... ,. .. __.... ...__..__......... _.. . .. ....... __ _..__._....... .....�__..... ..... __ ____..... ....,_._...... . ._..__.......__ _ __._.._ ___ ....:........_._.�... . .__. ....__. ......_.__.. _ _e......__. .... _. _.._--- -:..___. .. ...- - Kitsap Laborers Tamper �t Similar Electric, Air `$43.46� 7A � 31 � ; �t Gas Operated Tools ' ! � _ . _..�.. . .._...._.... .._ _ ...... . ._._.... .. ._. _...... ' _._.. . .. ._ . .. �._. ... ...... _ ... ... ........ _ _._. . �. __ � _ . , � , ' .� .. �. � : ._._....... .... ..... ... . ._...-- - -- -- -� � Kitsap ; Laborers ;Tamper (multiple �t Self- ; $43.46; 7A 31 ; ` 'propelled) ` ; ; 1 ; ._... .. . . . _ ... . ... ._ ....... .._ _. . .. _ ._.. .. .... ..._ . ....�.. ... .. .._ ... . ... . . ----. ... ....... ._ . .. ......... ... _.._... . _. ...._....- --.._... .. � _..__. ......_..._ ... ....... ... . Kitsap �Laborers ; Timber Person - Sewer (lagger, $43.46� 7A � 31 �Shorer �t Cribber) � � . _. _ _.. _. _. __ __.. . _ _ . . _� . . _ _ .._.. __ ._... . _ � Kitsap , Laborers Toolroom Person (at Jobsite) $42.67' 7A 31 _...__....._.._.__..L.�..�_ ...............,.,..._._...�._................._.,_ ....._.....___..._.--{�...._._-. ..__................_........_.v...__._ ....�.._........_y_�...._._..e__..__._'....__�_....._._..r._...F.....____..........�_ �.. i .... Kitsap Laborers sTopper ;$42.67� 7A 31 � : _.. . . _._.. . _....___. .. ._..--- .. .. . . ...... _. _. . .` .._..... _...... . _._.�. . _ . .... _ ... . ................._..... . ....... ...... �...... ...... ;._ -- : : Kitsap ;Laborers Track Laborer $42 67� 7A � 31 _._. _.__....:.....___..........�__.... .__ .............___ _...-- -- - . .... ....._.__....._..__......._._..._.... ......._..._..;.._...�.__._'.. _._ _... . . _._._._. . � Kitsa Laborers =Track Liner � � � � � ~ p , (power $43.46; 7A 31 _____... .. ._ ......__. .. ......---.._. .. . _. � _...... _.. . ...... .- ---._ _. _ . . _.._.._.. .. -----... - ----.... ......_.... ...... ._ ._ .......... ..._._..._ .. .___ . .. ... _... .. . ._.._... . .. _._.. .. .....__ ' i . . https:/ffortress.wa.gov/Ini/wagelookup/prvWagelookup aspx 3/13 2/3/2015 aboutblank Kitsap Laborers !Traffic Control Laborer $38.68� 7A 31 8R . . . . . ._. . . :... ... ._... .. . _.. .. . .. _ _ . . .... ... . .. _ ... . _.._ . .... .... .. ... . ......�. . . ......._ .. .. ._ .. _.. ... _ . _ _ ... _._. ... _... :._ _. ...._ . . . _.. � Kitsap Laborers sTraffic Control Supervisor $38.68I 7A ; 31 ; 8R �._......---.... _....__.... _... _.._..._..... 3 _ _ . . _... . . _ . .. ___ _.—...__........_....._�___......____._..._�_.._..�....... _..._�.----..__..._. ,..__.. _.... .___....... , _�.. Kitsap Laborers ;Truck Spotter `$42.67; 7A 31 ...... . ... _... ..........._ .. .._ .. . ......._.... ..._. . �... . .._..�.... _._ ... . ............ _...... ...... .__.... ; ....�. .._ . . ....._._ . _ ._._. _. . .. . _..._..._........ ._._... _ Kitsap Laborers �Tugger Operator $43.46� 7A � 31 t ... ... . _._.._.... , ._.._ . .. .. .. _..__ . ......._. _..... .. .. _. . .. --- .. . _.�._... .. _. __ ... . . ..... . .. . .. _.. .. .... ._. ... ...... . __ . ... _ _.... ... _ _. .: _._ . . ..... . . ..._ . . �- Kitsap `Laborers Tunnel Work-Compressed Air �$64.99� 7A ? 31 8�C, � Worker 0-30 psi � __ ......;..._._..... .. __._ .. ......._.. --- _.. . ... ..:.. _... ... .� ....... ......._.. . ...... .._... __.... . . , _... _ . .. . ... .......... ... . ._..... . ..... .. ..;_..._ .... . .--- - --... . AKitsap Laborers ;Tunnel Work-Compressed Air $70.02� 7A ; 31 ; 8�( � `Worker 30.01-44.00 psi � __ ... _.._.. . � _ ___.. ..._....._ . .. .. _._. . ---..._ .. . .. _ .... . v. _. .. ._.__...... ..._._ ..... .-- -- .... ..,....... ... _.... .... . _.__ ..... ... _'._... . . ...... .. .. ..._ .. _._ �.. Kitsap Laborers Tunnel Work-Compressed Air $73.70' 7A ; 31 8� ; Worker 44.01- 54.00 psi ' � ; .. .. .. _... ... . . ... ..... . . ...._ .... .. .. ._ ... ... .. . .. ..... ... _ ...... ..... .. . -- .. ... ...._.... . - -- -. _ . .. ._. .. ... _.. .. . . . . < .. . . _ . . .. . _. _.. .. .. ... _ . . .. .. Kitsap Laborers ;Tunnel Work-Compressed Air �$79.40� 7A 31 8�C � Worker 54.01-60.00 psi __. . . : - -. . .... . ... ...... _..... .. ... . _....... . . - - ... .. .. .. .. ... . .. . __ .. .. .... _ ... .... ._. . . .... _ ..: ... _ ._ . ..� ... .. . _ - - - Kitsap Laborers ;Tunnel Work-Compressed Air $81.52; 7A 31 � � Worker 60.01-64.00 psi ? _._... . . _,_.. ... .. _.. ... .. . . _ .. � _.. . .. .. _ . • - -- - . _..... _. _ . . ..... . .. . ._ <_...- -- - -. .. .. . ..._. .. ... .._ ... . ...... .... .. .. . �... ; Kitsap �Laborers 'Tunnel Work-Compressed Air ; $86.62; 7A 31 8� � ; Worker 64.01-68.00 psi � _... ;._. _....... � _.. ... ...: . .._ .... .. .. _. ... ... -- - .. _ .. ... __ .. _. .. _ _.. .. _.. .' . .... . . � . . .. . . . ..€. ..... .. v .. �Kitsap Laborers Tunnel Work-Compressed Air $88.52; 7A 31 8� � Worker 68.01-70.00 psi � ! ... . .... . .. _ . ... ... .... ... ... . .... .... _ . .. ... ... ._ ... . . .. .. ...... .._ _ _. . _. .._.... .... _ . ... ._ _ .. . .. - - -. . ....... . . ... ... .. . .... .. . _ . Kitsap :Laborers :Tunnel Work-Compressed Air ;$90.52� 7A 31 � ; Worker 70.01-72.00 psi __. . _ . . . ... . . _ . ... .. .......... . . ..:_ ... .. .....---. .. . ....... .. . ............ . . .... .. . ... _ .. . � .._ . .. . .. _ _........ .. _. .. . ._. . . _. Kitsap Laborers 3Tunnel Work-Compressed Air $92.52� 7A 31 8� f Worker 72.01-74.00 psi � _ ......._ ... ......�.. ....._... ........... ...._....... ..--- -._.._.... ... _.__. ....--- _ . .. .. ... ..... _.......... _.. ._..... .. .. .... Kitsap Laborers �Tunnel Work-Guage and Lock ;$44.10; 7A � 31 � � {Tender � � . _. .: . _ _.... ... . . __... . . _ _ ... . . : .. ... . :. . ..:.:: ::.. ::.. u .... . , . ..... _ .. .. -- _ . .. ..T.... . _ ... . .. _... .. _ .,. , . .. . _ . . . ... _. . . ... .... Kitsap Laborers ;Tunnel Work-Miner ;, $44.10i 7A 31 � R _ R ; .R,. � , � y .__..:.....__ .......::::....�:.::...,...__,..::.._....��..:. ____J_........__.._.......__ ____.. :.:.. .... _.. _: ... _ �...._.. . .....�..�.--- -: ._._ .... ___.. Kitsap Laborers � 'Vibrator $43.46� 7A 31 . .. . . . .... ... _ . _........ ... ....._.._ ... ..... __... . .._ ..... ..........�..._..... ..__ � ,. _._.._.... . .: .....: .=...... . ..._ m.._ ...... ... .. . _.....:::, .: . .,.._. Kitsap ;Laborers iVinyl Seamer ;$42.67, 7A 31 _........_.__... ...___._ ....._.__.........�__ ......._.�._: :...._...:. ._ .. .... ....._ .. . .,._._ :: ::..._..._.: . .. __.,.. .. ...,._�..... ...._...... ._ _R_. .; ..... ._ ....... . .....�... Kitsap Laborers �Watchman $32.87; 7A 31 __....._.....__..�... . ..._.._... _.. ._ ........... ...._. _. � ---.. . ...__..� .. ......_.. ....'..._.........._._ .__.... � _.._.._........__ .. �._......._. ._ —. .. ...----... ..�---� - --- -- - ---._.. .. . _—. _ . ... '..._ Kitsap Laborers iWelder `$43.46, 7A ' 31 _. .. .. .._ . .. .. _. _. . _..... .... .. . . _ . .. ... ... ... ... ... _ _ .. ... ... .. .. .. . _ . -- - - - . . __... . .. .__._ .. . . . � . ...... .... ._... .. . ..._. _ Kitsap Laborers `Well Point Laborer ;$43.46{ 7A , 31 _ ._._...^...;_.. —..._..........---..... _._.... .. _. ...._. ......... _._........ _ .._= _._.. ._ . ' __._... .. ._._ .. __.._. _..... .. .__.............._.... ._ ..---.......------._.._.�_.... _._._. : ------...... ...�_....�. Kitsap Laborers :Window Washer/cleaner ;$32.87` 7A 31 � _... .. . .. ..._... : ..--- -- . .._.... _.... .. . ...._...... ... .--- . ......_.... ..._.._ . . . .-- --..._. _ _.... . ......._ ... : .... .......... ; _.. .. .. .. _. _ _... .. ........... _�.... . .. .. Kitsap :, Laborers - Underaround Sewer fGeneral Laborer £� Topman ;$42.67; 7A 31 , � �t Water a -.. ... .. . --- -. . ...._. . . ... _. ...... . . ....__...._ ..........__.... _. _._ . - - - -�--- ---... ..-- - ---._.....__.. _._ _. ... .. __...._.........._. . . . . ......... _ _.... __._.. ... .. Kitsap Laborers - Underground Sewer =Pipe Layer '$43.46� 7A 31 , �t Water _..... .. _ .... . ..... .. . _.. ... ....... .... ........... ....._.... . ..� ---... ....--- .. . ........ ... . ....... .. . _._........ _..- ---....... ..�_...... ........ ...------.. . ...-- ---... _._ Kitsap �Landscape Construction flrrigation Or Lawn Sprinkler � $9.47i 1 �Installers ; � __..... ......_._ .. ...._.:� :...::.�_ :._........_.. . __ _ ....... _. , ..::.._.._.:.: .... :_... .. .:. _._........._..._....�.: ::_......, ..._ _..._ _.. _.._.. ......._.._.. .........._.... __.r._.. ........ �Kitsap ;Landscape Construction �Landscape Equipment Operators :$10.054 1 Or Truck Drivers �.... . �._.........,..._.. .. .. .,::_.. . ...._._......... . __ ... ._._._ . ..._._._.... ._......_.._ ....____... . .....�._.... ....._._.�....:::.._. .; . ....___ ,... _,..... .....__.. ---.... ...._._. �...... . _..__ ;. Kitsap ;Landscape Construction 'Landscaping Or Planting ;$12.92i 1 � Laborers _ _.... . _.._... ---.._ ..__ . . _ .. .._. : _... . ..._. ___... _....... _�. _ ; _.__. �_..__. .._.--- . ...___ _... ,._._... __ Kitsap �Millwri�ht Journey Level �' $44.89� 1 : ._ ......:......_..---............_...�.. ...__._. _._.. ........_........ :........ _......._..... ..... ..............__.................................._....._._... ..._... �. _ Kitsap �Painters ;Journey Level ; $37.80� 6Z 2B . -_. _.. .._�__. ,.-----... . ..._..._..... ...__._.... ...._.._._...... ..�._._........:....-----........__ .................._—.........__._......._.._—... ._.__..; ...... ._-- ---...............-- ...w.._............- - �Kitsap :Plumbers &t Pipefitters �Journey Level ' $62.57' 5A 1_G f ......... . ...._ . . .. ... . __... ... . __ .. . .. .... .. .. .. _.... ....: . � .. . . .. . _. . .._ _ _. _ .. _ .. ... _. _.. .... ._... .. .. . ... .......... . .. _ _ .. . . .. . . . . ;Kitsap Power Equipment OQerators ;Asphalt Plant Operators ;$55.24� 7A 3C 8P � • ........_..._.__ .......:. ...._..._...............�_. .. ___.... ...._.._...... ..._..._.__.. �.:�.._.... ._..__ ..__......�.. ..._.....��...... .�............_.....----:.......------....�._.........:........_.._..............____._. ........._.._.._. � ...._.... ..._ Kitsap Power Eauipment Operators �Assistant Engineer �$51.97 7A 3C 8P �.._.. ... ... ., ._;. .. _..._ . . .. .........._.... ... ......_ . .. ....... _...... _.... _..,...... ... ._ .. .... _.._.... .. .._........ ..._ ... ... ._...._... ... ---... . .. _ .._. ...._..... . .......,_. . ....... �Kitsap Power Equipment Operators aBarrier Machine (zipper) ;$54.75� 7A : 3C 8P � ......... ....__...._.... ....._.._........_... _..._ _. ....._...�. . ..__ .. .._._._._..... ........__.... ----.._.. ..._... . .. ......... _............ _......_..�...... ...._---.. .....�__.. � _..._ _... https://fortress.wa gov/Inilwagelookup/prvWagelookup.aspx 4J13 ' 2/3/2015 about:blank Kitsap Power Equipment Operat.ors Batch Plant Operator, Concrete $54.75 7A 3C Kitsap Power Equipment O�erators Bobcat $59.97 7A 3C ' :. ; Kitsap Power Equiement O�erators Brokk - Remote Demolition $51.97 7A 3C £ �Equipment :� :� :• . . ... .. . Kitsap Power Eauipment O�erators Brooms $51.97 7A 3C 8P ;.. ... .. . — Kitsap Power Equi�ment Operatars Bump Cutter $54.75 7A 3C 8P Kitsap Power Eauipment Operators Cableways $55.24 7A 3C 8P .. . — ... ... .. . _ Kitsap Power Equi�mPnt O�erators Chipper $54.75 7A 3C 8P . . . ... Kitsap Pawer Equipm�.'nt 0_perators Compressor $51.97 7A 3_C 8P Kitsap Power Equipment Operators Concrete Pump: Truck Mount $55.24 7A 3C 8P With Boom Attachment'Over 42 ' M —. ... .. . ; Kitsap Pawer Eaui�ment Operators Concrete Finish Machine -laser $51.97 7A 3C 8P I Screed .. . �Kitsap Power Equipment C�,perators Concrete Pump - Mounted Or $54.33 7A 3C { ;Trailer Hi�h Pressure Line 1 �Pum Pum Hi h Pressure. � P, P � .. .. .. . ...;. . .. �Kitsap Power Equipment Operators 'Concrete Pump: Truck Mount $54.75 7A 3C i With Boom Attachment Up To 42m _ .. ..... . �Kitsap Po�+ver Equipment O�erators Conveyors $54.33; 7A 3C �Kitsap Power Equipment Op�rators Cranes: 20 Tons Through 44 $54.75; 7A 3C � Tons With Attachments ' � . .. . . _. . . ,. j Kitsap Power Equipment O�erators, Cranes: 100 Tons Through 199 $55.79 � 7A 3C � Tons, Or 150' Of Boom � (Includin� Jib With r Attachments) Kitsap Power Eguipment Operator� � Cranes: 200 Tons To 300 Tons, $56.36 � 7A 3C Or 250' Of Boom (including Jib With Attachments) , . .. .. .... .. Kitsap � Power Eauipment Operators Cranes: 45 Tons Through 99 $55.24 7A 3C Tons, Under 150' Of Boom (including Jib With Attachments) .. ._ . . .. _ ... Kitsap Power Equipment Operators Cranes: A-frame - 10 Tons And $51.97 7A 3C U nder _ ;.... ..... Kitsap Pawer Equipment O�erators �Cranes: Friction 100 Tons $56.36 7A 3C Through 199 Tons ; 8P :• 8P 8P :� 8P 8P :� 8P . ... . . .... ... . _ . . .... . — Kitsap Power Equipmerit Operators Cranes: Friction Over 200 Tons $56.92' 7A 3C 8P :. . .. .. . . . . .. .. .. . . — .. . .... . Kitsap :Power Equipment Qperators Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Of Boom (including Jib With Attachments) . _ . ... ... .. .:.. .. . .. . . Kitsap Power Equipment Operators Cranes: Through 19 Tons With $54.33 7A 3C 8P �Attachments A-frame Over 10 Tons _ .... �.. Kitsap Power Equipment Operators Crusher $54.75 7A 3C Kitsap Power Equipment 0 erp ators Deck Engineer/deck Winches $54.75 7A 3C 8P . - 8P (power) Kitsap Power Equipment O�erators Derricks, On Building Work $55.24 7A 3C 8P ' https.//fortress wa.gov/Inilwagelookup/prvWagelookup.aspx 5/13 7J3/2015 about.blank iKitsap Power Equipment Operators Dozers D-9 �t Under $54.33 7A 3C 8P . i Kitsap Power Equipment O�erators Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P ' `Or Crane Mount — i Kitsap Power Equipment O�erators Drilling Machine $54.75 7A 3C 8P ; . . .. ; Kitsap Power Equi�ment O�erators Elevator And Man-lift: $51.97 7A 3C 8P ` � Permanent And Shaft Type _. .. ' Kitsap Pawer Equipment Operators Finishing Machine, Bidwell And ; $54.75 7A 3C 8P � 'Gamaco �t Similar Equipment i . .. — � Kitsap , Power Equipment Operators Forklift: 3000 Lbs And Over $54.33 7A 3C 8P With Attachments � Kitsap Power Eauipment Operators `Forklifts: Under 3000 Lbs. With `$51.97 7A 3C 8P � Attachments � ' : Kitsap Power Equipment 0{�erators Grade Engineer: Using Blue $54.75, 7A 3C 8P Prints, Cut Sheets, Etc � . . Kitsap Pow�r Equipment Operators Gradechecker/stakeman $51.97 7A 3C 8P 7 . � .. .. — . . . . .. .. . ... . . _ ;Kitsap Power F�ui�ment Operators Guardrail Punch $54.75 7A 3C 8P .... ... .. . . iKitsap Power Equipment Operators •Hard Tail End Dump Articulating $55.24 7A 3C 8P Off- Road Equipment 45 Yards. �t Over .. ; . . — ,. Kitsap Power Equit�ment O�erators Hard Tail End Dump Articulatin� $54.75 7A 3C 8P , Off-road Equipment Under 45 � Yards � � — � Kitsap ' Power Equipment O�erators Horizontal/directional Drill $54.33 7A 3C SP Locator Kitsap 'Power Equipment Operators �Horizontal/directional Drill $54.75' 7A 3C 8P Operator . : . . . :: . . .. _ ... .. Kitsap Power Equipment Operators Hydralifts/boom Trucks Over 10 $54.33 7A 3C 8P Tons �. . , . ... . . .. ... . . . .. — ;Kitsap `Power Equipment Operators Hydralifts/boom Trucks, 10 $51.97 7A 3C 8P � � ; Tons And U nder �.. ' Kitsap Power Equipment Operators Loader, Overhead 8 Yards. �t $55.79' 7A 3C SP � Over ......... Kitsap Power Equi�ment Operators Loader, Overhead, 6 Yards. But $55.24 7A 3C 8P i Not Including 8 Yards �. ; �Kitsap Power E:quipmer�t Operators Loaders, Overhead Under 6 $54.75 7A 3C 8P ,. Yards ; Kitsap Power Ecruipment Operators Loaders, Plant Feed $54.75 7A 3C 8P , Kitsap Power EQUipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P _ — Kitsap Power EcLuipment Operators Locomotives, All '$54.75 7A 3C 8P Kitsap Power Ectuipment Operators Material Transfer Device $54.75 7A 3C 8P Kitsap Power Equipment O�erators Mechanics, All (leadmen -$0.50 $55.79 7A 3C 8P _.. Per Hour Over Mechanic) Kitsap Pvwer EcLuipment Operators Motor Patrol Grader - Non- $54.33 7A 3C 8P finishing ,. Kitsap Power EcLuipment Onerators Motor Patrol Graders, Finishing $55.24 7A 3C 8P Kitsap Power Et{uipment Operators Mucking Machine, Mole, Tunnel $55.24 7A 3C 8P Drill, Boring, Road Header And/or Shield , . . .... . ... . ... . _. ... : ; � � 1 https://fortress wa gov/Ini/wagelookup/prvWagelookup.aspx 6/13 , 2/3/2015 � Kitsap � ' ' 1 ' ' ' ' � ' ' ' ' 1 ' ' � Kitsap � i-....... . I Kitsap about:blank Power Equipment Operators ;Oil Distributors, Blower ;$51.97; Distribution �t Mulch Seeding �Operator _ . . _ _.... - ---. _... . _. � .. .._.._.. _..._. ... .. ..__ .... .... ....... . .. ._.._.... ......_ ... ..._.._ . . , ....._._ ......._. . Power Equipment Operators Outside Hoists (elevators And ,$54.33 Manlifts), Air Tug�ers,strato 7A i 3C 8P __... ... ._..._�;... .. _.._. _... .. ----.... 7A � 3C 8P � �.f I � � � ._ . _. �. ... .... ... __... ... ...... . . .. . _ . .. ........ .. . _...... . . _._... ......._._ '. ' ..._. ... ................ ............. . . .. _ . :.. ......_..... . . Power Equipment Operators �Overhead, Brid�e Type Crane: $54.75 7A � :20 Tons Through 44 Tons ; . ... __ _ . .. ;__ . . ' --- � ...- ,_ . . --- . _._ _. _ Kitsap : Power Equipment Operators �Overhead Brid e T e: 100 ;$55.79� 7A ; . ; Tons And Over i . _ �.. ............---....... ........ _ .............. -- _ .. .... .. . _ ... . .. .... ... . . . � _ ... ... ............. Kitsap 'Power Equipment Operators ;Overhead, Bridge Type: 45 Tons� $55.24 � �Through 99 Tons ' � 7A �� f ....«_. . _........ .. ......... ... 3C 8P ._........ ....__ :._..... ... 3C , 8P 3C 8P . ........... . ...�._.__............ . ._.... .. ...._..... ..__............ . ......_.... . ....._... . ..._............_......._............... ......_ .. ;._. . ...-- -----.. ........ .; .. .._..._........_... . ----......._..._ Kitsap �Power Equipment Operators Pavement Breaker '$51.97� 7A � 3C 8P . _ _ _.. ... .. ._. ... ... ... .. .. .. _ .. ... ....... .. . _ . _ .. .. ._ .. . . _... ...... _ . ..:. .... _.. ... _._.._.... Kitsap jPower Equipment Operators Pile Driver (other Than Crane ; $54.75; 7A ; 3C ; 8P ; ;Mount) � � .. .. .. ..._,. .. .. . .... _ . . .... . .... _..... ... .. . ._.. .. ....... ...._ .... _. � _.... . .. ... ..... _._ . . ... , .. ... .. _. .. ;. . — Kitsap �Power Equipment Operators ;Plant Oiler - Asphalt, Crusher :$54.33� 7A f 3_C 8P _.�._. .. . ............_......--- ......__......... ... _........�.__. . ..._.._...... _._.._._.............----- -_.__._............__............ ....._...�..._�.........._.....�..�...... ...__.._....�....._.__ Kitsap �Power Equipment Operators :Posthole Digger, Mechanical '$51.97 7A 3C 8P ---......__.,.........._._........._._._._. � .... . ....----...._._ ........ .....___. _...........__....;.._.__.. ... ......; _.......-- -._..._ _. ... ... -----. ..__._..... .._. .... . ..._. _....._ _..._...._. ... ._. . Kitsap ! Power Equipment Operators � Power Plant i$51.97' 7A � 3C 8P . __... . . . ._..... ..- --. _ _ .. . ._...._.. .. _.._. . .. _.. . . . ... _.... .. .. .. _.... . . . .. _..... ... ._ _. _. ,... ... . Kitsap ; Power Equipment Operators Pumps - Water :$51.97 7A : 3C 8P ._....__._,. .....�..__..._....__.........---.. ...._.._........._—.._.....�_. _...:...._.......- ---....---.. ......._._..........___...........____... �__..._..._....__..�.._..__�._._. ... ... . .-- --�...___ .. ... ......... Kitsap � Power Equipment Operators Quad 9, Hd 41, D10 And Over '$55.24 � 7A t 3C 8P _..�.... . _�_.. .. ._..... . . _...._ . . ....._.._. .. _. ... _... . _........... ..._. . ......._... ... ---- .......... . ........ ... ._._..- � - - • _. .. ...._ .. ... . _.. .. Kitsap �Power Equipment OQerators �Quick Tower - No Cab, Under �$51.97� 7A � 3C 8P ;100 Feet In Height Based To ; ; ' - I Boom ---......._... �.... .�..._.... ... ._._.._.. ---_.... i __..._............�_.. ..._.__...... ......__._.. .... _...._... ` ....... ...._._ . ; _T . ....._.. _.: . .. ----- - -- �-. .....�._.... .. .. .._ Kitsap Power Equipment Operators Remote Control Operator On ;$55.24' 7A 3C � 8P � - :RubberTired Earth Moving . ; � f . , Equi pment ` � ' : ._..._._... ._.�._r....,_... ..__.._.. ._.__... _.�...__..._._�...,__.. ...___ .�_�__..._.__._....._.._.._._..._._._ _:�__._ .______'s...._a ' ___.. _ ...._...---- ? Ri er And Bellman ; � � ........ �Kitsap Power Equipment Operators , gg $51.97� 7A � �3C - 8P ... .. _ . .. . . .. : :....... .... .. .-- - .. _ . . _ . . .;. .� w.. .... .._. .. ....... ..._. .... ... ... � : . __...._ ..... ..... _ . . .; R. _ .::, .:. _... . . --_._. ............:.:. . . . .... . ...._ _.. ... ....,. _.._ : : . .. � `Kitsap �Power Equipment Operators ;Rollagon � $55.24: 7A : 3C ; 8P .� ..._..,. _..._�.__. .____� .____..__�_.._ . ____.. _.,�......____ .. ._._.. ..�.., ......�.. ...�_ _.__.� �..__ ...�.._� ____..-._. .._._..� . .._._-_ ....�_.:._.__..._.�._ _ �Kitsap 'Power Equipment Operators Roller, Other Than Plant Mix $51.97; 7A ; 3C 8P .__ ... .. .,_.._ .. .. ....__ .... T._..::. ..�. x .. .... _.... ... _ �._. . : ...... . ..._.. _.... .... _._ .. : ._ . _ . _ _r... .. .. _ ...;. ....� . . : _ _ ....... _.......... ...... .. ... .... _ Kitsap �Power Equipment Operators ;Roller, Plant Mix Or Multi-lift ;$54.33; 7A � 3C 8P _ ._....: . .,,. ..�. . � 'Materials . � � � � _..__. . _�. ....__.._ . �.�.. ..._._.. _..__ ___..�. . .. .A.__ . _ . __.. . . ___ . . .�.._ ...�__ ;�._ . _ . ___� _.. ., ._ . �Kitsap iPower Equipment Ooerators ;Roto-mill, Roto-grinder ;$54.75� 7A � ' 3C � 8P .:: . ... . .�... . . ::......_ _ __.. . . _._.:: ::... .�... . ..� _ .. .. .,:: .....:: .: .:. ... . . . _ . _. ._ , _. ::. ::: _... _. . .. _ . . : _._ .... ... __..::. .:.._.._. . ...._..:.: .. ...._. : .:. : :_ _ . . _.. _ : :. ... C Kitsap ; Power Equipment Operators �Saws - Concrete ?$54.33� �7A : 3C 8P ..,...�.�. __._._...�....:...�.... .. ___ ,_..�.,_::::.._.._... . . ._.._.....:, . , _--__:...__-__. . ___._. ...___..:._:.,.._.._.._ _�. ____�_:.::.. _�__—. __._._.._: ._.�:_.. ...... �Kitsap �Power Equipment Ooerators ;Scraper, Self Propelled Under 45� $54.75� 7A 3C 8P ' Yards ; 4 �...�......._._�__....... �._.__._�,.. . ._._...... __�....��........_...__._.a_._.�__....._._.�........_._._...__—._i................,.......__ i ....----......_ . _....._.._._........`....,____.....__.�...----... iKitsap ;Power Equipment Operators �Scrapers - Concrete �t Carry All ;$54.33� 7A 3C 8P .......,._.. . ...._..._. _._........... . ...__ --- .. ...... ........... . ;.__. __.........._...__.... ......_._ . __.... _..... _..........._._........ ......_...�. . .__ .................; . _._ . ..._.._ .._.. . . ._ �Kitsap IPower Equipment Operators �Scrapers, Self-propelled: 45 �$55.24� 7A ! 3C 8P _ ..._..._ ._._._ _ _ __ . .; Yards And Over _____ ..-----. .---.. �_. .. ____. �._.. � � .. . .. ...___.: _. _...__-___---... �.�_.... ....____... ._..__. �Kitsap iPower Equipment Operators 'Service Engineers - Equipment =$54.33f 7A j 3C ': 8P _._.._ �....... ..._._... .._.... .........__. . _. . ..._.. .. ,_._... . �_....... ._.._ .._.... __. _........ . . . _.. .. . .... . . .---. . _ .... . .. ....... . . . . __ _ .. . _.......... . ....._ Kitsap �Power Equipment Operators Shotcrete/gunite �$51.97f 7A � 3C 8P . _..�- -.,_.. .__..� .------.._..._ Kitsap �Power Equipment O�erators Shovel , Excavator, Backhoe, �$54.33 7A . 3C 8P ; ;Tractors Under 15 Metric Tons. � � � �........__._...... -.-_--.... . ._.._....... . ........_..._ .. ....._._. __.._ ..�_ ____.........._ .. ........ .. ......... ........._.__.............._._ _____........._... __. _... ; , _ ; .._..... .......----.......--._.... ....�......._.__......_..__... ...� .,.. IKitsap ;Power Equipment Operators ;Shovel, Excavator, Backhoe: $55.24: 7A 3C 8P € ; �Over 30 Metric Tons To 50 ; ; i � ` � Metric Tons � �... . .� �. � TPower E ui ment 0 erators - � ._.. .. __ __._ ._... _._ � _.__ .. _ , _._._ ._.Y ; . _ _ .. .. . __.;.. ._.. .. _ ._... _.. _ �Kitsap ` q p p 'Shovel, Excavator, Backhoes, ;$54.75; 7A 3C • 8P , � Tractors: 15 To 30 Metric Tons F � . _..._._ _. ___ __ _ _ ., L ....__.............._E _. ... ....__._......._'_...._.,..___ ""_"""_'"""'_'._. ....____ . ' _'_'........'_"_'..__.... _..._�. . . ._ . ..'_. �Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: '$55.79; 7A � 3C 8P _.... ....._._........ ---._. .. __.. _ : i � _ ; Over 50 Metric Tons To 90 ; , https:/ffortress wa gov/Inilwagelookup/prvWagelookup.aspx 7/13 2/3/2015 about:blank '` � Metric Tons � ' ...... .. _�. ... ... _._ . . _ ._ _ ....._.. _ _ . .. .. _ .. . . . ; ._._. . .. _........ .. .._. .... . ......_.. _ _.. ; �. ; Kitsap 'Power Equipment Operators Shovel, Excavator, Backhoes: $56.36= 7A � 3C j 8P � Over 90 Metric Tons ' ! � ...._ ... .. ......... .. _ . .. ...... . .. ........ ;.._ .. . .... . ...... _.. . ......... . _...... ... _ . ... _ .. .. ... .- --. .... . . .. . --.. Kitsap �Power Equipment Operators Stipform Pavers �` $5 7A 3C j 8P . �.. Kitsap Power Equipment Operators 'Spreader, Topsider �t Screedman $55.24' 7A 3C . 8P _.. ..__. . .. F _ .. __... __...... ....... .._... .. ._..... ..._...._ ...... ........_......._....._..... ... ...�...... ..._..._........ .....__..... ._......._.. ...----�... --_-........_._:.......... ._....... .. __.._........._........... _ Kitsap ;Power Equipment Operators Subgrader Trimmer $54.75: 7A ; 3C 8P _.._ ...._ _.. . .. _ ... . __ . ..._.. .._. . . _ . :... __... . .. .. _ . _. .. .. _. . _. . . _ Kitsap =Power Equipment Operators ;Tower Bucket Elevators $54.33; 7A ; 3C 8P --- -- -...�... ...._._— . .............._...._ ... _ ......_._. .. ....._...._.._........ ..._..... ......._......_ ._. .. .._...__ .. ..__._._.._... .._. _._._._ ......... ..._.__._......... _ , ____.......�.._ .._._.._.. .__..._......._...._._..... . _. Kitsap :Power Equipment Operators �Tower Crane Over 175'in �$56.36' 7A 3C i , 8P ; Height, Base To Boom � . _...... ___.......... ._.�._... .....----....... __..... ...._. .........._. _ ... ..._.�. .. . _. ....._ . . .. . _.__ ._... ... _ _.. . .._._.... ...._._... . __.__..... ..._._..... . .. __.._.... ; . ----;..... ..._.._.. . .....� . . .. .. Kitsap Power Equipment Operators �Tower Crane Up To 175' In $55.79� 7A 3C 8P � Height Base To Boom ! � ; _._ . .. ; ... ..._..... ......_.. .. _... ....__._........._...... ....._... . .......... _...._. .---..... _.... ...._._. _....... . _.._. .... _. .. ._... ... .._. .. ._ . .. : . ;� . Kitsap :Power Equipment Operators `Transporters, All Track Or $55.24 7A � 3C 8P � �Truck Type i _ ... . ...... ..... ... _. _ . . _ ..... . _. _. .. ...... _ .. . .. . . . .... _ .... . . _._ _.. . ._.._. .. ..... ._.. . . ... .. ... ....... ... . ..... _. .. . .. ... .... . _ _. . _. . .... . . ,. . . ..... .. _ . Kitsap ; Power Equipment Operators Trenching Machines $54.33; 7A ; 3C ; 8P - -----.. ...;._.._...-----... -----.... _._.._.........---..........___ ....:...................._.. .._... _. ._ __ _.. ...._.. _............ _._.....__.._._-....._._. ...__._....-- -.:.----.. ...... �.. Kitsap ;Power Equipment Operators Truck Crane Oiler/driver - 100 $54.75E 7A 3C 8P Tons And Over ; ; . t .__ :.._.. _ .__. --- -- ---- _ ._ _. _ .. s - -- . ._._ _ __ _ ._. . .. . _ ; _ _. _; . _ . Kitsap Power Equi�ment Operators 'Truck Crane Oiler/driver Under $54.33; 7A � 3C 8P i 100 Tons ; ; .... _.._ __ ........ .................... .... .. _.._ ___ ... _.....__...... ......_ __....... _ _. ......._.._... ._._ ...----.. ......._.... .. . ... _.... _. . _ Kitsap Power Equipment Operators ; Truck Mount Portable Conveyor $54.75� 7A � 3C _; 8P _.. _..__._ ....�........�..........___....... .....__._....._.__..........._..... ......w............_.._._...........___....._...----....--------..._._ ................_..................__._.. .�___. .-� _ € Kitsap � Power Equipment Operatars � Welder $55.24' 7A 3C 8P . . . ..._ . . ._.._ . ..- - - . ....._ _ ..._._ _ . _. _ . ...._.. .. .. ._. . . ..._. _.... ... _...__ ._. .. _.. . ..... . . .__ . ..:.. .....:........ _..�... ... . ...... . ... ... .. �.. Kitsap ;Power Equipment Operators Wheel Tractors, Farmall Type $51.97� 7A � 3C � 8P - - ----- .... ,..__.. ... ....___ �__.... ..__.._..... . ... ._.......... ............ __ .. . .._._............._ ..... ........_._._........__..... ......_..... . _ .... .....-_-. _._..__ .. . __.. . ..__.. . _ �. .... _........ Kitsap `Power Equipment Operators 'Yo Yo Pay Dozer $54.75; 7A � 3C 8P _... .._�._..... .;--- -- ---._.: ._._._. ...-- ----. ..___ . : ..__._..... ...__.........____.............—_. . ....___._.... ........�_._.............__...... _.._.;_........:.._....... ...�_..... ._— .............� _ ...._.._........ Kitsap Power Equipment Operators- �Asphalt Plant Operators '$55.241 7A • 3C 8P ;Under�round Sewer �t Water ` f _ ..............._.. . __,._�.._ . _ ._.__. ..___._...- ----. .._____ .....—_ -....—.........----�---........—_......._...—...._......_.__.......----............_..__;_.....__...__.......... _.......__.... . _ .... _�.—_........ ....�.. ....1.. Kitsap ;Power Equipment Operators- Assistant Engineer $51.97� 7A 3C 8P ;Under�round Sewer F� Water ; � � � r ._...........__...� ... ...........:. .. .....__ .. .. _... _..�_.__..._. ; �..._ ._ ... ... ............. ..__....._._.__. ....--------�--......._- ..__._.. .._.._.......----.... ....�......^ _.., . _ ._. ..__._ , � .... . .....___._.. . Kitsap Power Equipment Operators- �Barrier Machine (zipper) $54.75' 7A 3C 8P ;Under�round Sewer �t Water � ; � ._.. . ....__......__...._...._._.....----... ----..._.__.........._._..._......._..._......._..._.........----...... ......._...._.........__.. ...._.._...._......_.,. ......._... .._ _...._ .._ .. . .......... . ........__..... Kitsap 'Power Equipment Operators- �Batch Plant Operator, Concrete '$54.75' 7A ; 3C � 8P �Underground Sewer �t Water � ! � � ...: . .._ _._:..... ...;.,._ .:. .:... ..._ ... ..:..::...a_ .. :.._ .. ..,._._ . ... .__. .. ___ ....._. _. .... _.... . _... . .�.._.. ..... ___. : .. _...... . . .. .: . . v:._...... � - --. ._ � . .. _, . ....... . . Kitsap Power Equipment Operators- Bobcat $51.97� 7A f 3C � � 8P �Under�round Sewer ft Water ; ? ! � ._ . _.. , ; _ ._. . :. ._ ....... .: _......... ... _ ... . . . ._. _ .. _. ._ , - -... _ .... .. ... _. . .. ... ....... ... . .. _, ... ... _._ . ..._. . .. .. . r.. _. . .... _ .;. _. .. . . .... .: . . .._ . ....._ .. .... Kitsap Power Equipment Operators- Brokk - Remote Demolition $51.97� 7A f 3C ` 8P �Under�round Sewer �t Water 'Equipment � � r. . .....,.:.. .. ,.. .. ..:: ::...:: : . :.: .:_ ..: :..: ..: .:::. :.. _ _. : . ..: _ . ,. .. . ... _: . .r .. .. . :.:..:.:.. .. _ ; ..._ ... Kitsap Power Equipment Operators- :Brooms ;$51.97j 7A j 3C E 8P `Undereround Sewer E� Water • � ....... ..; . .. .. .... _-_.. _ . . ._ .. . _. . .... ..: .. ..... _ .. - - - - - . __ .... ..._._._. . . . ._ .. .._ _. _.. _ f- -�-- - --. . .. .,.. ....— Kitsap ; Power EQUi�ment Operators- � Bump Cutter �$54.75 j 7A � 3C � 8P ' U nder�round Sewer £t Water `. I : � � _.. .. .__......._�.___._. ......_ ....::: :.::...�_..........W___._ ... _ _._.---. ..�..._;:....:__:...... . _._.. . .____ ..,...�..... __.... . . _�. ;. �_ . .._.. _.:,.._..__... _.._ __.... ._..._ .......r.__�.._.._..__.___- _ . Kitsap �Power Ec�uipment Operators- ;Cableways '$55.24� 7A � 3C : 8P : :Underground Sewer &t Water ' � .....,. ....._____._.. . ��..........�._._ . ..�_.�......_..___ ............._�....._........___�... ....�....... ...__._.... ____ ....,�__::: ._..::..:.......�....�..._..:_.._._.. .._�-_..........�._._._.._....;.�_..... ._._._.._..._�......... __._..� : Kitsap Power Equi�ment Operators- �Chipper $54.75� 7A 3C � 8P ; : Under�round Sewer �t Water ' 1, .�_.::.: __..�.:._ .;..._.._....::..__.n.... ...___:... _ _....... __--- . ___ . ....._....... .. ._.�. . ..._._._.. _.._, ._.. ....�.__. ...._M..... ;:.. ....:,__: _. . ::..�_... .. .� ... .._!...... .. _._ .... ... _ , ... ..:.:.._._... _,.... .... Kitsap Power Egui�ment Operators- Compressor �$51.97� 7A 3C 8P , , • �Under�round Sewer E� Water ; • � j ; ---. ....._.........�._._._ . . .................._... . ...._.......... ..._..... .... _.._....:.. .._..._ ____ _...___......._.....___... ._....... . _....... __..........__.._...._....... ..._.. . , ___._.... ..�... ,.._ Kitsap �Power Equi�ment Operators- 'Concrete Pump: Truck Mount ; $55.24' 7A ; 3C 8P Under�round Sewer �t Water �With Boom Attachment Over 42 ` � � � _. . ........_.... � ._-- - _ _.. .. _.._._ .... ..... ..�_.... .... . ---- . M--._ .. . . ......__... . ....__._..... ......__...... ......—_....... ---- -_... . ... � . ....__ ...... ......... . ................. ....-- - - ._ ..__ . .. . '_ �.. https:/ffortress.wa.gov/IniNvagelookup/prvWagelookup.aspx 8/13 ' 2/3/2015 about:blank Kitsap Power E uq ipment Operators- Concrete Finish Machine -laser $51.97 7A 3C Underaround Sewer � Water Screed _ , Kitsap Rower Equipment Operators- Concrete Pump - Mounted Or $54.33: 7A 3C Under�round Sewer £t WatEr Trailer High Pressure Line Pump, Pump High Pressure. ' ;.. Kitsap Power� Equipment O�erators- Concrete Pump: Truck Mount ;$54.75 7A 3C Ur�der�round Sewer � Water With Boom Attachment Up To 42m UnderQround Sewer ft Water Permanent And Shaft Type . .. . . ... ; .. . . . .. � Kitsap Power Equipment Operators- Finishing Machine, Bidwell And $54.75 7A 3C ' ' https://fortress.wa gov/Ini/wagelookup/prvWagelookup.aspx � . � . :� 8P 8P . .. .... ..... . 8P 8P 8P . . .. .. ..... — . . . .. . .............. ... ... . Kitsap Power Equipment Qperators- Elevator And Man-lift: $51.97 7A 3C 8P Under�round Sewer �r Water _ . .. .. _ . .. .. ..... .. .. .:. . _ . ... . .:... . ... . . .... .. . . .. . .. .. Kitsap Pawer EquiRment Operatars- Dozers D-9 �t Under $54.33 7A : 3C Under;round 5ewer Et Water .. . ... Kitsap Power Equipment Operators- Drill Oilers: Auger Type, Truck $54.33 7A 3C Under�round Sewer �t Water Or Crane Mount . � — ..... Kitsap Power Equipment OQerators- Drillin� Machine $54.75 7A 3C �Under�round Sewer £t Water . .... . .. .... . .. . . ..... .... . ... . . . Kitsap Power EaUlqment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C ' 8P UndEr�round Sewer �t Water _. .. . .... ... . . ... . . .. .... .. ... .. . . Kitsap Pawer Eau�ment Operators- Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P �Under�round Sewer Ft Water Of Boom (including Jib With Attachments) .... ..; ..... . . .. ... ..... .. .. . . Kitsap Power Equi�ment O�erators- Cranes: Through 19 Tons With $54.33 7A 3C 8P Underground Sewer �r Water Attachments A-frame Over 10 Tons . , .... . . . . .. ., . . ..... ... . ... . . .. . .. :.. .. Kitsap � Power Equipment Operators- Crusher i$54.75 7A 3C 8P �Underground S�wer £� Water .:. .. .: . . ..... � .. : .:. . ... .:. : Kitsap Power Equipment Operators- Deck Engineer/deck Winches ;$54.75 7A 3C 8P Underground Sewer ft Water (power) .. .. .. .. .. . . . ... Kitsap Power Ec�uit�ment Operators- Derricks, On Building Work ;$55.24� 7A 3C 8P Underground Sewer �t Water� Tons, Under 150' Of Boom (including Jib With Attachments) ... . . ... Kitsap Power Equipment Operators- ;Cranes: A-frame - 10 Tons And $51.97; 7A 3C Underground Sewer �t Water� ;Under . ; _ . ... .. ... .... ... . Kitsap Power Equipment Operators- �Cranes: Friction 100 Tons '$56.36; 7A 3C Under�round Sewer &t Water Through 199 Tons ° .. .. .. .. Kitsap Power Eq��i�ment Operators- Conveyors $54.33 7A 3C 8_P lJnder�round Sewer £� Water � . .. . . .... .. . .. . Kitsap Power Equipment O�erators- Cranes: 20 Tons Through 44 $54.75 7A 3C 8P j Under� Sewer £t Water Tons With Attachments � �. . i Kitsap Power Equipment C��erators- Cranes: 100 Tons Through 199 $55.79 7A 3C 8P � Under�round Sewer �t Water Tons, Or 150' Of Boom � (Including Jib With � Attachments) , .. . . . Kitsap Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P Under�round Sewer �t Water Or 250' Of Boom (including Jib With Attachments) . . . . . .. ... . Kitsap Power Equipment Operators- �Cranes: 45 Tons Through 99 $55.24 7A 3C 8P 8P 9/13 2/3/2015 about:blank I Under�round Sewer �t Water Gamaco �t Similar Equipment - — , Kitsap Power Eguipment Operators- Forklift: 3000 Lbs And Over -. $54.33 7A 3C 8P } �. � Under�round Sewer tx Water With Attachments I Kitsap Power Equipment Operators- Forklifts: Under 3000 Lbs. With $51.97 7A 3C 8P ; Underaround Sewer � Water Attachments �Kitsap Power Equi@ment Operators- Grade Engineer: Using Blue $54.75 7A Under�round Sewer �x Water Prints, Cut Sheets, Etc ; � . . .. .. . ..... .. .. , �Kitsap Power Equipment Operators- 'Gradechecker/stakeman $51.97 7A Under�round Sewer £� Water 3C 8P 3C 8P Kitsap Power Equi .�ment Operators- Guardrail Punch $54.75' 7A 3C UnderQround Sewer �. Water ,. �Kitsap Power E�cuiament Operators- Hard Tail End Dump Articulating $55.24 7A i 'Under�round Sewer &t Water Off- Road Equipment 45 Yards. � ft Over � . .. . . .. . .. . .. �Kitsap Power Ec�uipment O�erators- Hard Tail End Dump Articulating $54.75' 7A � Underground Sewer £� Water Off-road Equipment Under 45 � Yards _. .. . . � Kitsap Power Equipment Operators- Horizontal/directional Drill $54.33 7A � Un der round Sewer &t Water Locator i Kitsap Power Ec�uipment D�erators- `Horizontal/directional Drill $54.75 7A Under�round Sewer � Water Operator . . ... . . .. . ; 3C 8P Kitsap Power Equi�ment Qperators- Hydralifts/boom Trucks Over 10 $54.33 7A 3C 3C 3C 8P 8P 8P 3C 8P 3C 8P � Under�round Sewer 5� Water Tons . ... i. 1 Kitsap Power Equipment OQerators- Hydralifts/boom Trucks, 10 $51.97` 7A 3C 8P Under�round Sewer �t Water Tons And Under , :. .. Kitsap , Power Equipment Operators- Loader, Overhead 8 Yards. �t $55.79, 7A Under�round Sewer £� Water Over Kitsap Power E ui ment Operators- Loader, Overhead, 6 Yards. But $55.24 7A Underground Sewer �t Water Not Including 8 Yards 3C 8P Kitsap Power Egui�ment O�erators- Loaders, Overhead Under 6 $54.75 7A 3C 8P Under�round Sewer Et Water �Yards Kitsap Power Eguipment Operators- Loaders, Plant Feed $54.75 7A 3C 8P Untier�round Sewer �r Water . .. Kitsap � Power Equipment Operators- Loaders: Elevating Type Belt $54.33 7A 3C 8P Underground Sewer � Water Kitsap Power Equipment O�erators- Locomotives, All $54.75 7A l�nderQround Sewer �t Water ._. — Kitsap Power Equipment Operators- Material Transfer Device $54.75 7A Under�round Sewer & Water ' ' ; .... ... . ; Kitsap Power Equipment Operators- �Mechanics, All (leadmen -$0.50 $55.79 7A Under�round Sewer £� Water Per Hour Over Mechanic) . Kitsap ' Power Equi�ment O�erators- Motor Patrol Grader - Non- ?$54.33 7A 3C 8P 3C 8P 3C 8P 3C .... .. ... ... 8P 8P 8P Under�rnund Sewer £� Water finishing — Kitsap Power Eau Operators- Motor Patrot Graders, Finishing $55.24 7A 3C Under�round Sewer ft Water ; .... . .. Kitsap Power Equipment Operators- Mucking Machine, Mole, Tunnel $55.24 7A Under�,round Sewer St Water Drill, Boring, Road Header And/or Shield Kitsap Power Equipment Operators- Oil Distributors, Blower $51.97 7A Under�round Sewer �t Water Distribution �t Mulch Seeding https://fortress.wa.gov/Ini/wagelookup/prvWagelookup aspx 3C 8P 3C 8P 1 ' 10/13 2/3/2015 about:blank � ; ;Operator � ; ..._.____..._ r ................_.,............_�..............,..........._............_'_ ......-'".. ..._..__..._..._.....____.__"'..._..._L.....__��_._.. .................-..._...._. .... ��__.........1._.._........� �Kitsap Power Equipment Operators- 'Outside Hoists (elevators And �$54.33 7A 3C � 8P 3 , � Un erground Sewer �t Water ;Manlifts), Air Tuggers,strato ; ' ; ; ... ... . ......�._._.._. ...____................_........ .. .__._.__._..........._...,.........____................_......_ ._...�..._.. . .---_.._......._............._.._..;. ...._.__._.. ;._._._..............._..__ . ---#—..._......_._..._._. � Kitsap Power Equipment Operators- ;Overhead, Bridge Type Crane: I$54.75 7A ' 3C � 8P � Under�round Sewer �t Water 20 Tons Through 44 Tons ' ? : ; � _ .. ._._..... . ... .... __... .. ... ..— ... .. ........_.._.. _.... . _..._.._.; .. . . .___.... . ...___ ... . . . _ .._...... .....__ . ... ....___.�. . . . _._._.. .., ...._.._. ... . ... _..._.. ____ _ _...� . -� ;--- Kitsap `Power Equipment Operators- �Overhead, Bridge Type: 100 '$55.79� 7A � 3C � 8P Underground Sewer �t Water Tons And Over � ' � . ... . ......... .._.. . . ......._. . _ _ _._ ._ . ... ._..._..... ..... _ ....._.. _ . .. ... ..._ . . . ' p,Power Equipment Operators- ;Overhead, Bridge Type: 45 Tons� $55.24� 7A J 3C � 8P __ ................_............. ....._ ... ....._._...... ......._._._. .. ...._._. � ...� Kitsa � �.. _...�. Underground Sewer £t Water Through 99 Tons � � ---. . _ ._ . . ..... _. . .. .. ._ ... .... ... .... ... ..... _... . . . ......._.. _. .... ... . _.__..... . ... _ ........_ . .. _ _.... .. --- . . . . _. .. .,. . ..... __ . . . _; . . . . .. ..._ . Kitsap Power Equipment Operators- Pavement Breaker ;$51.97 7A 3C 8P UnderQround Sewer &t Water ' � € ._ ..... . _.._ .... ..... . . . _._ .. . .. .. ._ ... .. .... .. . _ .. . . .. ............ . .. .. . .. . .....: ... .._ .. . . .._ ._. _ . _ ..; . . .. .. . . Kitsap Power Equipment Operators- ;Pile Driver (other Than Crane ;$54.75 7A ` 3C 8P I �I I ntt�: Under�round Sewer �t Water Mount) 1 � � .. _... .. .. : . .._._ . ... .. .. _ . .. .. .. ... ._._ ... . . . .. _ _ _ _ . _ . _.. .. . . . ..... . . . _ _..... .... . ..�_... -- Kitsap �Power Equipment O,perators- ;Plant Oiler - Asphalt, Crusher :$54.33; 7A ; 3C � 8P �Underground Sewer ft Water � , ' ' � _ . ....... i . ..._..... . ... ._.. . _ .. ..... .. __ .. ;. ... ..._ _... . .. .. . . . . .... ... .._ . ... .. _ .. ' . -- ..... _... ..��.. _. = Kitsap Power Equipment Operators- ;Posthole Digger, Mechanical '$51.97; 7A : 3C 8P Undereround Sewer Et Water ` ` ; � . ... .. ... ..... ....... .. .._.... _ . .. ....... ... . ...- --- ...... ..... _. .. : _ _ . _. _.. _ .._ ... .. . � � i _ _._ ..... .� - - Kitsap Power Equipment Operators- Power Plant $51.97 7A � 3C ` 8P Underground Sewer �t Water � � � ; _ . ............... ........... ...----.. . .. . .._._...... .... _..--- ..._. .. ._. .� . .. ... ..._. _._... ......_. ._ ... ...... _.,... ......... __.._.. . __.._. . . ..._._ _. ._..._.__..... . ... _ ...... .. .. .---- _ ;. Kitsap Power Equipment Operators- Pumps - Water =$51.97 � 7A 3C ' 8P ;Underground Sewer �t Water � E � ' . .....r.... .._�. .___ ......... ....__._..._..... ...__.....�...... ____...... ._____i.. . . .._....._ ..... .. .._.......... . .__.._. .._.._... . .. ____.. � . . �._�_....... .!..._.__........ ...---�-._... ..._ �..._. ... Kitsap Power Equipment Operators- Quad 9, Hd 41, D10 And Over `$55.24; 7A 3C � 8P ; Under�round Sewer ft Water ; ' ... ....�__. _. .: ....._..... ... . _._—.._. ...._ ___ ... _ . . ... ....._........ ..—..; ..... .._ .... ... ................._........ ..__.—. ..- ---_.._ . ....._.__. . �. _.____�.. ;. _ _ ... _ . ..--.-- __ ................._ _....---- Kitsap Power Equipment Operators- Quick Tower - No Cab, Under ;$51.97' 7A ; 3C � 8P, Underground Sewer Ft Water 100 Feet In Height Based To � ' . � ; � Boom � j � __ . ._ . --__ _ . _ _ --- ... . _ . � ._ -�---. _ _. .. . __ __ .. . . __._ . ------:_. __._ _ _ . ' .. � . _ __.. _ . . .._� __ ._._ . - -:-_ Kitsap �Power Equipment Operators- `Remote Control Operator On $55.24� 7A � 3C � 8P 'Under�round Sewer �t Water `RubberTired Earth Moving i ' � � Equipment • ' . . .._.._... _....._......_�..._ _ .. :...._�..... ..._..... _ ........ :.::.._._ .. . . ,� ......_.... ..._.._.. ., _ :...n...:... .. ..._..._. .....__-� . ......__..._ ...... _.._ _ �..:_ :. s _. �....... Kitsap jPower Equipment Operators- ;Rigger And Bellman �$51.97; 7A � 3C � 8P UnderQround Sewer �t Water _. .:,.:. ;...: _.._.... ._..:..._: . ... . � � .. ...:. ..... .::.....::.. _. ,. ,. w . ...... . : : :.. _ .. . . ..:.__.. ..._ ... . .:. . . . . . . . ... .,.. ...._. .._ .. ,......::.:_:..:..... ... ...�.... : ... Kitsap ; Power Equipment Operators- ; Rollagon �$55.24 � 7A j 3C 8P 'Undereround Sewer &t Water � ' < __ .... ........ .__......_......... _ �. . __..... . _._ ... __............. --- ......... . � ..._..._. .. ... _: .. ....._ __.. . ......_.. Kitsap Power Equi�ment Operators- �Roller, Other Than Plant Mix $51.97; 7A ' 3C 8P �Underground Sewer � Water � ; � � � , ... .. ....._... . _._ .. _.._ ... . .. _ _._. ....._......._ ... _.__..... .. _._ ... . ......... .. __ _._..... _..._..... .. ._......_. _ ; ; . .._ .... . ,. . : ., . _ .. ... . _...�._ . � _... Kitsap Power Equipment Ooerators- ;Roller, Plant Mix Or Multi-lift ;$54.33; 7A 3C 8P ; Under;round Sewer �t Water ;Materials I � . ..... ... . .......... . .. . _._... .. _. ... . .. _ - - - - --.... ... .. _ ._ .. ..... _ .. .. ...._. . . . _.._. . . . �._ .... ...... ... ��. .. .... . ... _.. .... ... �(itsap Power Equipment Operators- ;Roto-mill, Roto-grinder ; $54.75 7A 3C j 8P � ;Under�,round Sewer &t Water ' � i ` __ . ... ............- - ------..._.. .. ._..._. .. . ..........._. _.. .----.. .... ---.... . ..__._....... .. .... ..._........---... ......._.__..:... . .�.._._.. . . ---...... ...._._ _.........._.__...._ ...__ ___ (itsap �Power Equipment Operators- Saws - Concrete $54.33' 7A 3C � 8P � Under�round Sewer �t Water : ' ' j � ; : _.__._..........-----.......�_. ........__._... ...._._...... ..__....�......_..._�._.__........._..__..... ..._.__ ............._.__.._....._._._..,.......___.......�..__..._..... ._._._�__...._.�_........ __ __. ..._�__... titsap Power Equipment Operators- �Scraper, Self Propelled Under 45' $54.75� 7A ; 3C � 8P �Under�round Sewer �t Water ;Yards = ' 3 � �. .__....__.. ... �._�._........._..._ _._....._...__._... _. ... ---- ------;- - -�-------- ----.... _.._.......—......-------.._........___�............___..._.... r.__.�_..._ ....._._�---..._�__... ..�_ .... ._ titsap � Power Equipment Operators- Scrapers - Concrete &t Carry All $54.33' 7A ' 3C 8P , Under�round Sewer �t Water � ..------._...,._____...._..._---_......._�..... ....____....._� .:.............__..........._.__..........._..�........-�-----..........__._._.,.........�_.......;....._.�...__ .......___�.._.......---._..._.. _ _ <itsap Power Equipment Operators- �Scrapers, Self-propelled: 45 '$55.24' 7A ; 3C � 8P Under�round Sewer �t Water Yards And Over ' ° � .:.____,._....._____... _._....__........_�_.._.:..:: __�.�.__.._...._.._._._,........_._� ....:::__._...,.......r...�...�._:..._._._.......... ...__�..._..... ...._.� _... . a�. � . .._.........._. ...._....�.._. ..:,_.._. Citsap Power Equipment Operators- Service Engineers - Equipment� $54.33 ` 7A j 3C 8P Underground Sewer �t Water � 3 ..... �.._.____ �__...._ _ _._.._.. ...._,_:.. . .,..__._._. . __..__._._..._.�_______:._:.._____..:....___._.....�._.....___::,.. ..........._.... _ . ; ::...:�._,_:....::..;�,_.�_�..:._._...�.:.::: ....�......... :..:. _. ...._._._. , � ; � ://fortress wa.gov/Ini/wagelookup/prvWagelookup.aspx 11/13 2/3/2015 about blank �Kitsap �Power Equipment Operators- [Shotcrete/�unite Equipment j$51.97- 7A E 3C . 8P �Under�round Sewer bt Water ' ? _._. .. ......_.. . _---- ........ ......_.... .. ..._..._.... ... _._.__. ........_._:............ .._.__...... _..._.._....... _.._._ .___ - --.........-----._. .....__._ ,.._... � ---..._ __ _� . ... _ ...... .. � , �- ._�. �._._.__. . Kitsap Power Equipment Gperators- 15hovel , txcavator, Backhoe, �$54.33; 7A ! 3C ' 8P Under�round Sewer & Water �Tractors Under 15 Metric Tons. : _._.. ....._ ... . ..._ _.... .. ._ _.. ..... . . . ..;.. ... .. .... _.. _ _. _.. ._...._. . ....._._ . .._...._... .. . .�_.._....;... .. _._.._....... _....n... .. . ...�....._._ . .._... Kitsap ;Power Equipment Operators- jShovel, Excavator, Backhoe: �$55.24' 7A ; 3C ! 8P `Under�round Sewer � Water �Over 30 Metric Tons To 50 � ` � ; �Metric Tons � � ; . .... . .... .. . .. _. _ . . ........_.._. ..... ...._.—_...._. .—.. . . _ . _ �__.. . _. .__. _ . . . _ . _ . . _ .. _. _.. _ ... . .... ..-----. . ... � -- - -- -- -.... . _..._ 1 . ..._..._.. —�--- ------.:....------ ,�......... : Kitsap Power Equigment Operators- !Shovel, Excavator, Backhoes, [$54.75: 7A 3C 8P ;Under�round Sewer �t Water €Tractors: 15 To 30 Metric Tons : i ; : --. ... .__...... ._ . ..._. _ _.._._...... ----...... ..... ---... .. _._ ..:....... .. .... _.._...... _ .._�......... ......__...._........._..__... ...�__.. ........_._._...._......�...__........;.__.__. .....—_......---. _. Kitsap �Power Equipment Operators- jShovel, Excavator, Backhoes: �$55.79� 7A 3C 8P Underground Sewer &t Water `Over 50 Metric Tons To 90 � � � ;Metric Tons j r - . _ ..... �. . ... _..._._._.. .. ......._ ... . .. ..........- ... . ...___. . .. _._,...... . ._. _.... .. .. ... ... ... . ...... __...... . .... __._... . . __.._; .. ..-- --- - ;- -- .. . .... _... . ' _....... -- 'Kitsap Power Equi�ment Operators- iShovel, Excavator, Backhoes: �$56.36, 7A 3C 8P � Underground Sewer �t Water ;Over 90 Metric Tons ; ; ;---... __.........__.. ;. .._...__ ....................:_.......... ........�_.. ... ........._ ........ ..-- -�--- -......_ _�.........._—...... ..._._..__.._.......__._.........._�_......... . .---. ` . ... ........... ;._.... _ �.... ___......... .. Kitsap �Power Equipment Operators- �Slipform Pavers $55.24= 7A 3C 8P , Underground Sewer F� Water ; � ; �__._... ___._, . ...__._.__ . . _�_..._ _ ._.. . _.__._._ .. . _ _._. _ ...�_�__. __ . _�..._. ... . �.. _�..... . .. �. _ _ _..._.� .___ . _..___. . ___ . : ____._. . �.. . Kitsap 'Power Equipment Operators- 'Spreader, Topsider �t Screedman; $55.24� 7A 3C � 8P ; Underground Sewer £� Water � � � i —_._....T..� _...... --- ... ____ .........._—.........._�_.._... .._.. _..�....._....... .—........ ---.._..........__. �.........._.__._._.....__—....._.._._—..........._----............_ : 3 ......._._ , .,_.._. ... .._.._.._......,. 'Kitsap �Power Equipment O�erators- �Subgrader Trimmer ;$54.75 7A 3C 8P ` U nder�round Sewer �t Water .._._.n ___...^_. _____._ . _ _,....._ . _? _._.__ ; _ .�_ ..±_..__. ..._� _ .�.., _ � . _ .. __.... _...._�. �__. . .,�_. . . _...�._.... ._.._._._ .. _... � Kitsap �Power Equipment Operators- !Tower Bucket Elevators �$54.33; 7A 3C 8P ' Under�round Sewer �t Water � ' � , --._... .. ....�..., .... .....��..:...:. ._ _.. ._.. _.___... . ..__.:...:....._ _.:.�._ .. : ...,�.�_.. . ..___._.: .::.__._ ..:. ::,.._s.�._, .. _.._._;. . ... .___......:_._�.... .._.�... m._� :. �. .�_ ._ . Kitsap ;Power Equipment Operators- ITower Crane Over 175'in �$56.36� 7A € 3C � 8P 'Under�round Sewer �t Water Height, Base To Boom � .«..__. .. . _..: ......_...___ . . .�ti........ . ......._a ............. _ . .. ....f ,.,...� ...» . . __...._............_......_.._... .. .._..�. .. —,. .......<.. ..,.,.....« .......... ....... ... ::..««�... . .... a—..._. .. ... Kitsap ;Power Equipment Operators- `Tower Crane UpTo 175' In `$55.79j 7A 3C 8P ; Under�round Sewer £� Water � Height Base To Boom _...... . .. .._..:........ ._ ......................_.......... _.._... .........._............ ......;_... ......_................._.._._..................._.. .... ......._._..............�..... . _...._... .. .._.._ .... _..... .._�.. .. ....._.. .... ...... Kitsap ;Power Eauipment Operators- ;Transporters, All Track Or ;$55.24: 7A 3C 8P �UnderQround Sewer �t Water !Truck Type � _.. .. .... _.. _.. .. . ....... .. . . .. _ .. .... . ...... _..... . . _ ... . .... __ . . ...._._ _._... ......_._ ... _.... .. ..� _ . .. .. _._.;.. . . .__ ... .... _. _. ......... ....... ... ._..... Kitsap Power Equipment Operators- jTrenching Machines ;$54.33 � 7A 3C 8P ;UnderQround Sewer �t Water � ` ': ' .. . . . ....._..._.. .. . __..... .. .. ... .._._ .. .. _ .. .. . .. _.... . ....;_ . . .. _.._ .. . ._ ._ .._......_ ... .. .... .. .. _. _ � ._ - - _. .. . .... .. Kitsap 'Power Equipment Operators- :Truck Crane Oiler/driver - 100 `$54.75; 7A 3C 8P ; , , � �Under�round Sewer Et Water ;Tons And Over i E ; � ---- .... .........---- .... .._._ _. .. ----.. _ ......._ _._ .. . �._..... _.. _... . . _..._.. . _.._. .._.... .. . . , . .. .. _._ ...... .... .__... . .._.... . . .. .. q.. . � Kitsap Power Equipment Operators- FTruck Crane Oiler/driver Under ;$54.33 7A 3C 8P �Underground Sewer �t Water j100 Tons ' ' - ----.. ....._..---..._..._....,_ .............._.__......... ............... .... .........._..._._ :�_._ ...----........._.._._.. . .._._.... -- .... ._.._. _.. ....._..__ _..._:. . .. _.._... . .. . ___. ..... . Kitsap �Power Equipment Operators- Truck Mount Portable Conveyor i$54.75 7A , 3C 8P �Underground Sewer �t Water ! j ` ' ---....._. .. . ._._...: ... .... __. _. . ......._.._. _...... _ .. .. .;_.._ .. _...... _ _ ...... ........._... _..--- --.... . ..._.._....... ... ... ..... ... ._..._._. .. .. _._._.. .. . ....----..... ...- -�---. _. . .. ,.. ....:.. ' Kitsap ; Power Equipment Operators- � Welder ;$55.24; 7A 3C 8P ;Under�round Sewer £� Water ; ; ! � "__"....... _�_�........_ ..... ........_...._....."'__...._.........._........_..._�_.._.......__'..... .__._._ .............._._........�_.__... ..€.__... _.. _......E .. . __.. . ..�..__........_..._..___....'....._.._._......' ' Kitsap i Power Equipment Operators- ;Wheel Tractors, Farmall Type =$51.97� 7A 3C 8P : Undereround Sewer �t Water � � ; --... .._____.. .. ........—..... ......____._......_..—..........-- --- -�... _..._...... ......_ —....._........_._ _..........—..._. -- ---._........... ; , , _...__..... ...._.__ .. __.._..----. .. � _.�. ..F___ Kitsap "Power Equi�ment Operators- �Yo Yo Pay Dozer �$54.75; 7A 3C 8P Under�round Sewer £t Water , ; � _.__. . _..._..... ... __..... . ...__;—.........—..... . ......__..........—.._.... .__.__.. ... ,.._.__. ......_.—., .....---�...... :.....___......._�...- : --__ ....... ....... --3 . .... . . .---.- . _. ....._.... . Kitsap ' Sheet Metal Workers iJourney Level (Field or Shop) $70.37: 7F 1E _.... -- - - --...... ....._... ....._..... _..._... �--.... . __.._.. ....._... ....... ......_..... ... ._ ......._..... .._...... . _.._.. ..... _._ . .__._. .... Kitsap 'Truck Drivers Asphalt Mix Over 16 Yards (W. j$48.87{ 5D : 3A 8L �WA-Joint Council 28) ! _. _ ... �_... .. _...__... . .. ..-- .... ...... .......... .. .. . . - - - - -....._. . ... . ____. . . .---. . .. . __. _..... . ._........ _._�...._. . .. - , - ---..... .. .. ._... _......... ........_..... .. ..._. .... .. Kitsap Truck Drivers Asphalt Mix To 16 Yards (W. ;$48.03 � 5D 3A 8L ; ;WA-Joint Council 28) , i .... _�.. .. ....-----..............----. . .----..... ...:.._ ... .... .....; .. ... . ._.__... ---.. ............�. .........�.._._ ..... ..__.......__ .__.__.... ---.. ...__.__..... ........_..... . ..._.._... .. Kitsap Truck Drivers � Dump Truck =$19.60' 1 : ...�._ . ....._.;... ..__. . .. _......... . .._.._... . ..-----.......�.._............_..__......_._._._. .. ._.._..... ..__...�... . _ .... ---- - ........_._.._...... .._.........__...._......... -----...... - :. Kitsap �Truck Drivers �Dump Truck And Trailer ;$19.60i 1 __..........----.. _......_._.......��.. ...----......._..----... - - ---. ... _._.._.... .. .._..._. .._._.... . _...._......-----. ....-- �_._... -- ------._ ...... ..�__... .. _ - --...... .. . . r https:/ffortress.wa.gov/IniNvagelookup/prvWagelookup.aspx 12/13 2/3/2015 about:blank � �Kitsap� jTruckDri OtherTrucks _....__. r Kitsap Truck Drivers Transit Mixer ' �,a...... , :.:,.. �..::, � ..:.....:_:,,: ,.�.re: . ._.._.�,... .. .: . �.. .... _., � . ., ,_ ..... .. ..,_ .... ............. 1 � ' 1 ' ' � � � ' ' ' ' � � ' ' https:/ffortress wa gov/Ini/wagelookup/prvWagelookup aspx : , $18.37� ! '' _. ......_._m.- ---..........�....._..._ .. ..—,_ .....—....__ .,..__. �_. -.�_..... ; ..�.__� , ' $20.79 _ ......::..:......� .. .:::: ....:.:......:.. a:.,._.. ..� _...::_:..... . , �..�. .._........ �..... ,. . ... � � 13/13 , ' ' , , ' 1 ' Benefit Code Key — Effective 8-31-2014 thru 3-3-2015 **********************************************************************��************************************ 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 Iess than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided fior the worker. AL,I, FIOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER W��;K SHAI.L BG PAID AT ONE AND ONE-HAL.P TIMF,S 'i'I-IE HOURLY RATE OF WAGE. L:� c 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. "I'he first two (2) hours after eight (8) regular hours Monday through Friday and the frst ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wagc. 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 tive-cight (8) hour workweek day or a four-ten (10) hour workweek day and thc first eight (8) hours worked the ne�t day after either workweek shall be paid at one and one-half times the hourly ratc of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. '1'hc first two (2) hours at�er eight (8) regular hours Monday through Friday and the first ei�;ht (8) hours on Saturday ' shall be paid at one and onc-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. ' �. 'I'he first two (2) hours aftcr eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid al one and onc-half times the hourly rate of wage. All other overtime hours workcd, except l.abor 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 t 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. ' 1 1 ' ' ' I. All hours worked on Sundays and holidays shall also bc paid at double the hourly rate of wage. J. Thc first two (2) hours after eight (8) regular hours Monday through Friday and the tirst ten (10) hours on Saturday shall bc paid at one and one-halfi times the hourly ratc of wagc. 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. Benefit Code Key — Effective 8-31-2014 thru 3-3-2015 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. O. The tirst ten (10) hours worked_ on Saturday shall bc paid at onc and one-half timcs the hourly rate of wage. All hours worked on Sundays, holidays and after twclve (12) hours, Monday through Friday and ai�er 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-hal f timcs the hourly rate of wage. All hours worked on holidays shal I be paid at double the hourly rate of wage. Q. The first two (2) hours aRer eight (8) regular hours Monday through Friday and up to tcn (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. nll hours workcd 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 wagc. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the tirst 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 workcd, except Labor Day, shall be paid at doublc 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 (exccpt l,abor Day) shall be paid at two times the hourly ratc of wage. All hours worked on Labor Day shall be paid at three timcs 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 C'hristmas 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 cmployer)) shall be paid at onc and one-half times thc hourly ratc of wage. nll hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours aftcr eight (8) regular hours Monday through Friday and the first twclve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked ovcr twelvc (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. Whcn holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered thc 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 othcr 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 onc-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 workwcek) or 40 hours during that workweck.) All hours worked Monday through Saturday ovcr twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at doublc the hourly rate of wage. 'L. 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. ' 1 2 , 1 , ' 2. ' ' ' ' , ' ' ' � Benefit Code Key — Effective 8-31-2014 thru 3-3-2015 ALL HOURS WORKED IN EXCF,SS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PF,R WEGK SHALL BE PAID AT ONE AND ONE-HALF TIMGS THE HOURLY RATE OF W�1GE. 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 wagc. 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 workcd on paid holidays shall be paid at two and one-half times the hourly rate of wagc 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 U 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 wabe. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours workcd 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 aRcr eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-halftimes 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 fiflh, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. ' 3. AI_L HOURS WORKED IN EXCCSS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES TIIE HOURLY RA'I'E 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 ($ I.00) per hour for all hours worked that shift. The employcr 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. 3 ' Benefit Code Key — Effective 8-31-2014 thru 3-3-2015 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. D. All hours worked bctween the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of I S% over the hourly rate of wage. All other hours worked after 6:00 am 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 ratc of wage. E. H 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. 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. 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 I Sth and March I Sth shall be compensatcd at one and one halfi ( I-I/2) times the regular rate of pay. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day-ten hour work week (Tuesday through Friday,) 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 hours worked Monday through Saturday over twelve (12) hours and all hours workcd on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL I-IOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID nT ONE AND ONE-HAI�F TIMES THE HOURLY RATE OF WAGE. A. L:? 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 wagc. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. 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 ( I-1/2) times the straight time rate of pay, unless a four (4) day tcn (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 (I-I/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 ( I-I /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 twelvc (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 � ' 5. A , B ' C ' D ' H ' I . I ' 1 ' � ' ' ' ' ' ' , ' K. L. N. P. Q• R. S. T. Z. Benefit Code Key — Effective 8-31-2014 thru 3-3-2015 Holidav Codes Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgivin�; Day, Friday after Thanksgiving Day, and Christmas Day (7). " Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, T'hanksgiving Uay, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). Holidays: New Ycar's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday at�er Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, Independence Day, I,abor Day, Thanksgiving Day, the �riday and Saturday after Thanhsgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanhsgiving Day, And Christmas (6). Holidays: New Year's Day, Memorial Day, Independence Day, [_abor 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). Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day f3cfore Christmas, And Christmas Day (9). Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, La6or Day, Thanksgiving Day, Hriday After Thanksgiving Day, And Christmas Day (8). �� 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). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, "I�he Day Before Christmas, And Christmas Day (9). lf A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Paid liolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). 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). Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, l,abor Day, Thanksgiving Day, The Friday Afler Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after'I'hanksgiving Day, And Christmas Day (8). Holidav Codes Continued 5 Benefit Code Key — Effective 8-31-2014 thru 3-3-2015 A. Paid Ilolidays: New Year's Day, Presidents' Day, Memorial Day, Indepcndence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). E. Paid liolidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Indepcndence Day, Labor Day, Thanksgiving Day, Day After Thanks�iving Day, Christmas Day, And A Half-Day On Christmas Eve Day. (9 1/2). _ G. Paid I-lolidays: 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 ( I I ). 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 ARer Christmas, And A Floating Holiday (10). I. Paid Holidays: New Year's Day; Memorial Day, Independence Day, l,abor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). � � L� ' ' L� "1'. Paid Holidays: New Year's Day, Presidents' Day, Memorial Uay, Independence Day, Labor Day, , '1'hanksgiving 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 "I'hanksgiving 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. Holidav Codes Continued A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, �\nd Christmas Day (8). Any Iloliday Which Falls On A Sunday Shall 13e 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, "I'hanksgiving Uay, 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. 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 Priday. 6 � ' ' ' , Benefit Code Key — Effective 8-31-2014 thru 3-3-2015 F. Holidays: New Year°s Day, Memorial Day, Independence Day, I,abor Day, Thanksbiving Day, the Friday after Thanksbiving Day, the last working day before C'hristmas day and Christmas day (8j. 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 hriday. G. F{olidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday wliich falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin l,uther King Jr. Day, Independence Day, Memorial Day, l.abor Day, �l'hanksgiving Day, the Friday after Thanksgiving Day, thc Last Working Day beforc Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall bc 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. 1. Holidays: Ncw Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, 7'hanksgiving Day, The ' Friday After Thanksgiving Day, 'I'he Uay Before C:hristmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall bc observed as a holiday on the followina Monday. Any holiday which falls on a Saturday shall be observed as a lioliday on the preceding Friday. 1 ' ' ' J. liolidays: New Year's Day, Independcnce Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). �1ny holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which lalls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: Ncw Year's Day, Memorial Day, Independence Day, �'hanksgiving Day, the Friday and Saturday after Thanksgiving Day, nnd Christmas Day (S). 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 Uay, Memorial Day, Labor Day, Independence Day, �'hanksgiving 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. a M. Paid Holidays: New Year's Day, The Day after or before New Year's Uay, President's Day, Memorial Uay, Independcncc Uay, Labor Day, Thanksgiving Day, the Friday after "I'hanksgiving Day, Christmas Day, And the Day at�er or bcforc 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 precedin� Friday. ' ' ' N. Ilolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, T'hanksgiving 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 observcd 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 fialls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Mcmorial Day, Independence Day, Labor Day, Thanksgivinb Uay, the Hriday atler ' 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 da}. ' ' � R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Uay, Memorial Uay, Independcnce Day, Labor Day, '�hanksgiving Day, the Friday aRer Thanksgiving Day, Chrisimas 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. 7 ' Benefit Code Key — Effective 8-31-2014 thru 3-3-2015 Paid Holidays: New Year's Day, Memorial Day, Independence Day, I_abor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Uay, Thc Day After Christmas, And A Floating Holiday (9). If any ofthe listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordinbly. T. Paid Flolidays: New Year's Day, The Day After Or I3efore New Year's Day, President's Uay, Memorial Day, Indcpendence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, and The Day ARer Or F3eforc 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 bc observed as a holiday on the preceding Priday. Note Codes 8. A C D. In addition to the hourly wage and fringe benetits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100' -$3.00 per Foot for Each Foot Over 50 Feet Over 100' 'I'o 150' -$3.00 per F'oot for Each Foot Over 100 Feet Over I 50' To 220' -�4.00 per Foot for �.ach Foot Over I50 Feet Over 220' -$5.00 per Foot for �.ach Foot Over 2�0 F'eet In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To I 00' -$ I.00 per h'oot for Each Foot Over 50 Feet Over 100' To I50' -$1.50 per Foot for E:ach Foot Over 100 Heet Over I 50' To 200' -$2.00 per Foot for Gach Foot Over I 50 Feet Over 200' -Divers Mav Namc 'I'heir Own Price Workers workinb with supplied air on hazmat projects receive an additional $ I.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: $ I.00, Levels C& D $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $ I.00, Level B: �0.75, l,evel C: $0.50, And I,evel D: $0.25. I'. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class 13 Suit: $ �,50, Class C Suit: $ I.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fiReen ( I S) minutes during the shift shall bc used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever ilagging or spotting or other traffic control labor is being utili�ed. A Traftic 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 tlagging card issued by the State of Washington, Oregon, Montana, or ldaho. "t'hese classifications are only effective on or after August 31, 2012. 1 Benefit Code Ke — Effective 8-31-2014 thru 3-3-2015 Y ' 8. S. Effective August 3 I, 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 Enginecr. All flaggers and spotters shall possess a current � flag�;ing card issued by the State of Washington, Oregon, Montana, or ldaho. 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. Flagbers 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 flagginb card ' issued by the State of Washington, Oregon, Montana, or ldaho. This classification is only effective on or after August 31, 2012. ' ' � ' i O � 1 1 1 1 1 1 1 0 1 ' ' � ' , ' ' ' ' � � � ' 1 ' � ' 1 SUMMARY OF WORK SECTION 01010 PART 1- GENERAL 1.1 THE REQUIREMENT 1.2 1.3 1.4 A. The WORK to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, and manufactured articles, and furnishing all labor, transportation, and services, including fuel, power, essential communications, and performing all work or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The WORK shall be complete, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the WORK in good faith shall be provided by the CONTRACTOR as though originally so indicated, at no increase in cost to the OWNER. WORK COVERED BY CONTRACT DOCUMENTS A. The WORK is located at the City of Bremerton's Reservoir 10 North. The site address is 5785 Imperial Way, Breinerton, WA 98312. The site is located in the Olympic View Industrial Park off of State Route 3, directly across from the Bremerton National Airport. 99 Lower Shore Drive, Bremerton, Washington 98310. B. DESCRIPTION OF WORK: The Work consists of recoating of Reservoir 10 North interior, a 1,000,000 gallon welded steel potable water reservoir. The tank is 66 feet in diameter and 40 feet high with a single center support column. The work includes site mobilization, cutting a door panel if needed, cleaning out the tank, removal of existing coal tar based coating and blasting/cleaning the metal substrate to SSPC-SPS, proper disposal of existing coal tar coating and spent abrasive blast material, coating the entire interior of the reservoir including the lid, shell, floor, purlins, column, beams, hatch doors and frames, central vent, ladders, overflow structure, piping, and all other exposed steel surface inside the reservoir. The Work also includes applying elastomeric grout to seal an interior joint (approximately 130 LF), cleaning and disinfection after the coating has cured, rewelding and coating the door panel, bolting the hatches tight, site cleanup/restoration, and demobilization. CONTRACT METHOD A. The WORK hereunder will be constructed as a lump sum bid item (Bid Item No. 1) in the Bid Schedule in Section 00300. CONTRACTOR USE OF SITE A. The CONTRACTOR's use of the Site shall be limited to its construction operations, including on-site storage of materials and field offices. Construction activities shall be contained within the fenced limits. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 SUMMARY OF WORK 01010-1 1 1.5 OWNER USE OF THE SITE A. The reservoir will be off-line during the project and the Owner will not utilize the reservoir during the Work except to turn valves. A building located between the site entrance and the reservoir is utilized for fire flow control and the OWNER wi(1 require occasional access to the building. Access to the building by City personnel is not expected to impede the Contractor's work. The CONTRACTOR shall cooperate and coordinate with the OWNER if necessary to allow the OWNER to have access to the building during construction. The City will be hiring a contractor to install cathodic protection (CP) on the roof of the reservoir. The work may occur concurrently with the Contractor's work. The Contractor shall coordinate with the CP contractor as needed. Special caution shall be taken by the Contractor to avoid working underneath holes while they are being drilled in the roof to avoid being struck by falling coupons. The Contractor shall coat the edges of the lid where the holes were drilled using primer and epoxy. PART 2 - PRODUCTS (Not Used) PAR'T 3 - EXECUTION (Not Used) END OF SECTION RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 SUMMARY OF WORK ' 01010-2 ' ' , L�,' t PART 1- GENERAL � 1.1 1 ' ' 1 ' � � ' ' ' , � 1 SECTION 01020 REFERENCE STANDARDS AND DEFINITIONS REGULATORY REQUIREMENTS 0 A. This project shall comply with the most recent publications of the following: 1.. Uniform Building Code (UBC) 2. Uniform Building Code Standards (UBCS) 3. American Institute of Steel Construction (AISC) 4. American Welding Society (AWS) 5. American Water Works Association (AWWA) 6. Washington State Department of Transportation (WSDOT)/ American Public Works Association (APWA) Standard Specifications for Road Bridge and Municipal Construction 7. Puget Sound Clean Air Agency (PSCAA) for Lead-Based Paint covered surfaces 8. Washington State Department of Labor and Industries (L&I). B. The latest edition of the requirements in effect at the date of submission of bids shall apply. C. The Contractor is responsible to comply with laws and codes applicable in performing the Work. D. The Contractor is responsible to report code deficiencies in the design to the Engineer prior to proceeding with the Work. E. In cases where the Contract Documents are more restrictive than applicable codes, the Contractor shall comply with the Contract Documents. 1.2 REFERENCE STANDARDS A. When these Specifications state that Work or tests shall conform to specific provisions in a referenced standard, specification, code, recommendation, or manua! published by an association, organization, society, or agency the referenced provision shall be considered a part of these specifications as fully as if included in total. When these Specifications or applicable codes contain higher or more restrictive requirements RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT REFERENCE STANDARDS AND DEFINITIONS FEBRUARY 2015 01020-1 ' than those contained in reference standards these Specifications or applicable codes shall govern. B. The latest edition of a referenced standard published at the time of submission of bids shall apply unless a specific date for the referenced standard is cited in these Specifications. 1.3 SPECIFICATION LANGUAGE AND STYLE A. Many parts of the Specification as well as notes on the Drawings are written in the active voice and are addressed to the Contractor. 1. When words or phrases requiring an action or performance of a task are used, it means that the Contractor shall provide the action or perform the task. For example: provide, perform, install, furnish, erect, connect, test, operate, adjust, or similar words mean that the Contractor shall perform the action or task referred to. 2. When words or phrases requiring selection, acceptance, approval, review, direction, designation, or similar actions are referred to, it means that such actions are the City's or the Engineer's prerogative and that the contractor must obtain such action before proceeding. B. Requirements in the Specifications shall apply to all work of similar type, kind or class even though the word "all" or "typical" may not be stated. 1.4 DEFIN[TIONS The following terms, when used in the Contract Documents, shall have the following meanings: ACCEPTABLE PERFORM REQUIRED SATISFACTORY SHOWN SITE "acceptable to the Engineer° "perform all operations required to complete the work referred to in the accordance with the intent of the Contact Documents" "required by the Contract Documents or required to complete the Work and produce the intended results" "acceptable to the Engineer" "as indicated on the Drawings" "geographical location of the Project and land within the work area shown on the contract drawings and within which the Work will be installed or built" SPEC[FIED "as written in the Contract Documents including the Specifications and the Drawings" RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT � REFERENCE STANDARDS AND DEFINITIONS FEBRUARY 2015 01020-2 ' ' STANDARD SPECIF[CAT[ONS Refers to the most current edition of the Washington State , Department of Transportation Standard Specifications SUBMIT 1.5 ABBREVIATIONS "submit to the Engineer" The following acronyms or abbreviations are used in these Specifications for the organizations listed: Abbreviations AASHITO AAMA ABMA ACI ADC AGA AGMA AI AISC AISI AITC AMCA ANSI APA AP[ APWA AREA ASCE ASHRAE ASME ASTM AWPA AWS AWWA CAGI CBM CBR CI CISPI CMAA CPSC CRA CRSI CS Stand For American Association of State Highway and Transportation Officials Architectural Aluminum Manufactt�rers Association American Boiler Manufacturers Association American Concrete Institute Air Diffusion Council American Gas Association American Gear Manufacturers Association Asphalt Institute American Institute of Steel Construction American Iron and Steel Institute American Institute of Timber Construction Air Moving and Conditioning Association American National Standard Institute American Plywood Association American Petroleum Institute American Public Works Association American Railway Engineering Association American Society of Civil Engineers American Society of Heating, Refrigeration and Air Conditioning Engineers American Society of Mechanical Engineers American Society for Testing and Materials American Wood Preservers' Association American Welding Society A►nerican Water Works Association Compressed Air and Gas Institute Certified Ballast Manufacturers California Bearing Ratio Chlorine Institute Cast Iron Soil Pipe Institute Crane Manufacturers Association of America Consumer Products Safety Commission California Redwood Association Concrete Reinforcing Steel Institute Commercial Standards for the U,S. Department of Commerce RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT REFERENCE STANDARDS AND DEFINITIONS FEBRUARY 2015 01020-3 CTI Cooling Tower Institute DFPA Douglas Fire Plywood Association DOE Washington State Department of Ecology DOH Washington State Department of Health E[A Electronic Industries Association EPA U.S. Environmental Protection Agency ETL Electronic Testing Laboratory FM Factory Mutual Insurance Company FPS Fluid Power Society FS Federal Specifications ' HI Hydraulic lnstitute HMI Hoist Manufacturers Institute IAPMO International Association of Plumbing and Mechanical Officials ICPO International Conference of Building Officials IEEE Institute of Electrical and Electronic Engineers IES Illuminating Engineering Society IGCC [nsulating Glass Certification Council IPCE International Power Cable Engineers Association [SA Instrument Society of America L& 1 Washington State Department of Labor and Industries NAAMM National Association ofArchitectural Metal Manufacturers NBS National Bureau ofStandards NCPI National Clay Pipe Institute NEC National Electrical Code NEMA National Electrical Manufacturers Association NEPA National Environmental Policy Act NETA International Electrical Testing Association NFPA National Fire Protection Association NGVD National Geodetic Vertical Datum NSF National Sanitation Foundation NWMA National Woodwork Manufacturers Association OSHA Occupational Safety and Health Act PCA Portland Cement Association RCW Revised Code of Washington REA Rural Electrification Administration SAMA Scientific Apparatus Makers Association SMACNA Sheet Metal and Air Conditioning Contractors National Association SSPC Structural Steel Painting Council TCA Tile Council of America UBC Uniform Building Code UPC Uniform Plumbing Code UFC Uniform Fire Code UMC Uniform Mechanical Code USDC U.S. Department of Commerce UL Underwriters Laboratories WAC Washington Administration Code WCLIB West Coast Lumber Inspection Bureau WIC Woodwork [nstitute of California WISHA Washington Industrial Safety and Health Act WSEC Washington State Energy Code RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT REFERENCE STANDARDS AND DEFINITIONS FEBRUARY 2015 01020-4 1 ' � � � � � � � ' � , ' � ' ' ' � ' WSS Washington State Department of Transportation (WSDOT)/ American Public Works Association (APWA) Standard Specifications for Road Bridge and Municipal Constructions PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT REFERENCE STANDARDS AND DEFINITIONS FEBRUARY 2015 01020-5 1 1 ' ' PART 1- GENERAL 1.1 SCOPE ' ' ' ' 1 ' 1.2 SECTION 01025 MEASUREMENT AND PAYMEIVT A. This is a lump sum project. B. Payment for the various items of the Bid Schedule, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the WORK all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Washington Division of Industrial Safety and Health Act (WISHA), and the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefor shall be included in the prices named in the Bid Schedule for the various appurtenant items of work. B[D ITEM N0. 1- INTER[OR COATING REPLACEMENT � A. Measurement for Bid Item No. 1 to coat the interior of Reservoir 10 North is lump sum and shall be based on percent completion of the work associated with this bid item in the approved Schedule of Values. ' ' ' 1 � �� B. Total payment for the coating of the interior of Reservoir 10 North will be made at the price in the Bid Schedule under Bid Item No. 1. Such price shall constitute full compensation for the Work included in this bid item to prepare and recoat the entire interior of a 1,000,000 gallon welded steel potable water reservoir. The tank is 66 feet in diameter and 40 feet high with a single center support column. The work includes site mobilization, cutting a door pane] if needed, cleaning out the tank, removal of existing coal tar based coating and blasting/cleaning the metal substrate to white metal (SSPC-SP 10), proper disposal of existing coal tar coating and spent abrasive blast material, coating the entire interior of the reservoir including the lid, shell, floor, purlins, column, beams, hatch doors and frames, central vent, ladders, overflow structure, piping, and all other exposed steel surface inside the reservoir. The Work also includes sealing the concrete ring/floor interface, cleaning and disinfection after the coating has cured, rewelding and coating the door panel, bolting the hatches tight, site cleanup/restoration, demobilization, and any other work described in the Contract Documents. A concrete ring was installed around the interior perimeter of Reservoir 10 North in May 2005. The ring is 1.5' high and 8' wide. The Work DOES NOT include preparing and coating the concrete ring. RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT FEBRUARY 2015 MEASUREMENT AND PAYMENT 01025-1 , 1.3 BID ITEM 2- FORCE ACCOUNT A. Measurement of the total cost of all items paid under Bid Item No. 2 for Force Account shall not exceed the amount given in the Bid Schedule. Measurement will be made for individual items paid under force account. B. Bid Item No. 2- Force Account is a contingency amount that has been established to pay for Owner-directed changes (Article 10 of the Standard General Conditions). All changes paid under this bid item must be authorized by the Owner in writing prior to the actual work. The cost of the extra work may be paid as lump sum or time and materials and must be determined by the Owner and Contractor before the actual work. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION RESERVOIR 10 NORTH - INTERIOR COATING REPLACEMENT MEASUREMENT AND PAYMENT FEBRUARY 2015 01025-2 , 1 ' ' ' 1 PART 1- GENERAL 1.1 DESCRIPTION SAFETY, HEALTH, AND HAZMAT HANDLING This section specifies safety, health and hazardous materials handling requirements. The Contractor shall comply with this Specification and provide all necessary tools, equipment and personnel to ensure compliance with applicable laws, regulations and ordinances. Safety and health responsibilities for all work at the project site are to be borne by the Contractor. , 1.2 GENERAL ' ' ' � ' ' � ' ' A. [n accordance with the generally accepted construction, applicable law and regulations, the Contractor shall be solely and exclusively responsible for: SECTION 01030 1. Construction ►neans and methods. 2. Safety of employees engaged in the work while on and off the site. 3. Safety of the City, the paint manufacturer representative, and others who ►nay visit or be affected by the work. 4. Safety of the work itself including material and equipment to be incorporated therein. 5. Safety of other property at the site or adjacent thereto. 6. Safety programs, equipment, and protective devices required to assure the safety of persons and property for whom/which the Contractor is responsible. B. The duties of the City in conducting review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's work methods, equipment, bracing, scaffolding, rigging, or safety measures in, or near the construction site. C. The Contractor is hereby informed that work on this project could be hazardous. The Contractor shall carefully instruct all personnel working in potentially hazardous work areas as to potential dangers and shall provide such necessary safety equipment and instructions as required to prevent injury to personnel and damage to property, and to comply with all applicable laws and regulations including WISHA, Federal OSHA, and other regulations referenced in these Contract Documents. , D. The Contractor shall, at all times, maintain the job in a condition that is safe for the City, and paint manufacturer representative, to make site visits and to conduct progress review. The Contractor shall provide the City, the paint manufacturer ' RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 SAFETY, HEALTH, AND HAZMAT HANDLING 01030-1 I I � E representative safe access to every part of the Worlc at all times work is in progress for observation, inspecting and testing. The Contractor shall give two (2) days notice of work being ready for required inspection, test or approval or intent to cover work up to the paint manufacturer representative. The Contractor shall prepare a Health and Safety Plan (HASP) meeting the reyuirements of applicable regulations. As a minimum, the Contractor's HASP shall set forth definite procedures for informing workers about safety, for instructing workers in safe practices, for assuring that workers are using appropriate safety equipment and safe work practices, and for reporting accidents. 1.3 QUALITY ASSURANCE A. Reference Standards: 1.4 Reference 29 USC 651 et seq. 29 CFR 107 29 CFR 1910 29 CFR 1926 RCW 49.17 RCW 70.105 RCW 70.105D Chapter 296-24 WAC Chapter 296-36 WAC Chapter 296-62 WAC Chapter 296-155 WAC Chapter 173-303 WAC Chapter 173-340 WAC DEFINITIONS A. Hazardous materials: Title Federal Occupational Safety and Health Act Federal Contract Works Hours and Standards OSHA General Health and Safety Standards OSHA Construction Safety and Health Standards Industrial Safety and Health Act Hazardous Waste Disposal Act Hazardous Waste Clean-Up: Model Toxic Control Act General Safety and Health Standards Safety Standards - Compressed Air Work General Occupational Health Standards Safety Standards for Construction Work Dangerous Waste Regulations Model Toxic Control Act RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT SAFETY, HEALTH, AND HAZMAT HANDLING FEBRUARY 2015 01030-2 ' � ' ' ' ' ' 1.5 � ' ' 1. Any material classified as dangerous waste in accordance with WAC 173-303 or that in sufficient quantities is classified as dangerous waste. 2. Asbestos material, as defined in Puget Sound Clean Air Agency (PSCAA), Removal and Encapsulation of Asbestos Materials. 3. Polychlorinated biphenyls (PCBs), polycyclic aromatic hydrocarbons (PAHs), explosives, radioactive materials, and others deemed as such by regulatory agencies having jurisdiction over such matters. B. Contaminated materials: Materials containing contaminants—such as hydrocarbons, PCBs, diesel fuels, gasoline, lead paint, heavy metals, solvents, and other types of fuel oils—in sufficient quantities to necessitate special handling and disposal under applicable regulations. SPECIAL CONSIDERATIONS /1. The Contractor shall be responsible for implementing comprehensive safety, health and hazardous rnaterials handling programs. In addition to the Contractor's regulatory responsibilities for its employees, it shall assume full responsibility for all matters related to health, safety and hazardous materials (including worker and community Right-to-Know) of all people on or near the site. 13. Confined Space. The nature of work will expose workers to confined spacing having possible conditions which are explosive, toxic and oxygen fluctuating. A Confined Space Program that meets the requirements 29 CFR 1910.146 and Part M of Chapter 296-62-141 through 296-62-14529 WAC regulations must be in place � C. Gases. Contaminant gases that may be encountered at this site include but are not limited to hydrogen sulfide, methane, carbon monoxide, carbon dioxide, nitrogen, and gases from hydrocarbon products. Provide a written Hazard Communication Program ' and Emergency Management Plan addressing these and other potential hazardous substances on site. 1 ' � ' ' 1 D. Infectious Diseases. Sewers have been determined to carry a wide spectrum of disease-producing organisms. At a minimum, provide a written Hazard Communication Program and Biological/Bloodborne Pathogen Program detailing the preventive measures to be taken to provide an appropriate work environmental for all workers. E. Fall Protection. The work will require working at heights within a reservoir and on top of the reservoir lid. The safety plan should address concerns associated with usage of ladders, scaffolds, elevated platforms, trip hazards, and any other issues associated with working at heights. Fall protection safety shall be in accordance with WAC 296-874 for scaffolds, WAC 296-869 for elevated work platforms, and WAC 296- 800 for open-sided walkways and platforms. Other Construction Site Considerations. Provide a comprehensive written Accident Prevention Program covering the Contractor's activities on site. Address issues dealing with precautionary measures to be taken when working near or with dangerous facilities and installations including but not limited to: RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT SAFETY, HEALTH, AND HAZMAT HANDLING FEBRUARY 2015 01030-3 1 1.6 SAFETY PROGRAM A. General 1. Develop, implement and maintain until Contract Acceptance a Safety Program that includes as a minimum the following: ■ Safety and health risk and/or hazard analysis for each site task and operation. ■ Safety organizational structure and responsibilities. ■ Hazard Communication Program. ■ Accident Prevention Program. ■ Confined Space Program. ■ Emergency Management Plan. ■ Respiratory Program. ■ Medical Surveillance Program. ■ Biological Bloodborne Pathogen Program. ■ Safety watch (Ground support besides the Safety Officer). � Lighting/Illumination Plan. � Ventilation Plan. ■ Access and Egress Plan. ■ Air contaminants including fugitive dusts handling measures. ■ Accident reporting and recordkeeping. ■ Carcinogens and other hazardous materials. ■ Site control measures. ■ Hearing Conservation Program. ■ Personal protective equipment. ■ Employee Informational and Communication Program. ■ Required trainings and certifications. ■ [ntegration of subcontractor's activities. ■ Excavation support. ■ Equipment and machinery. � 2. Locate copies of the Safety Program on the Contractor's worksite and at each of the subcontractor's worksites. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT SAFETY, HEALTH, AND HAZMAT HANDLING FEBRUARY 2015 01030-4 ' 1 ' ' 1 ' ' , � � � ' � ' 1 1 ' 1 ' 3. Update each copy of the Safety Program within seven (7) days if any changes are made at the worksite or to the Safety Program. 1.7 SUBMITTALS A. Procedures: See Section 01300. B. Contaminant gases that may be encountered at this site include but are not limited to hydrogen sulfide, methane, carbon monoxide, carbon dioxide, nitrogen, and gases from hydrocarbon products. Provide a written Hazard Communication Program and Emergency Management Plan addressing these and other potential hazardous substances on site. C. Test reports of all waste characterizations, if applicable. D. Material safety data sheets (MSDS) per WAC 296-62-05413 for all hazardous chemicals used or stored on-site. PART 2 - PRODUCTS (Not Used) PAItT 3 - EXECUTION 3.1 RESPONSIB[LITY FOR EXECUTION A. The Contractor shall have full responsibility for execution of safety, health and hazardous materials handling programs. END OF SECTION RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT SAFETY, HEALTH, AND HAZMAT HANDLING FEBRUARY 2015 01030-5 1 1 ' ' PART 1- GENE�2AL 1.1 GENERAL ' � 1 ' ' 1.2 1 , ' ' � 1 ' , SECTION 01300 CONTRACTOR SiJBMITTALS A. Submittals covered by these requirements include: 1. Shop Drawings/Plans 2. Product Data 3. Samples 4. Reports 5. Materials Submittals 6. Administrative Submittals 7. Schedules B. Unless noted otherwise, submittals shall be submitted at the pre-construction conference/meeting and tlien electronically via e-mail after the Notice to Proceed is issued. SUBMITTAL TRANSMITTAL PROCEDURE A. Unless noted otherwise, the Contractor shall submit the specified information to the designated City representative via e-mail in Adobe PDF format. B. A transmittal cover sheet shall accompany each submittal. This cover sheet is included in the Appendix titled 'Construction Forms.' The City can provide an electronic version of this cover sheet upon request. C. A separate form shal( be used for each specific item, class of material, equipment, and items specified in separate, discrete sections, for which the submittal is required. The form shall be signed by the Contractor's review or authorized representative. Submittal documents common to more than one piece of equipment shall be identified with all the appropriate equipinent numbers. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole. D. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXX"; where "XXX" is the sequential number assigned by the Contractor. Resubmittals shall have the following format: "XXX-Y"; where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals, i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively. Submitta1025-B, for example, is the second resubmittal of submittal 025. ' RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 CONTRACTOR SUBMITTALS 01300-1 � � ' 1.3 RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 A. For most submittals, the OWNER will return prints of each submittal to the CONTRACTOR with its comments noted thereon, within 14 calendar days following receipt by the OWNER. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable subinittal to the OWNER by the second submission of a submittal item. The OWNER reserves the right to withhold monies due to the CONTRACTOR to cover additional costs of the OWNER's review beyond the second submittal. E. Submittals which are incomplete and/or do not have all the information required to be submitted, including but not limited to a signed and dated submittal transmittal form, and copy of marked-up specifications and/or drawings when specified , are not acceptable and will be returned without review. All submittal information provided by subcontractors shall be transmitted through the Contractor and shall bear the Contractor's signature. SUBMITTAL REVIEW PROCESS B. If a submittal is returned to the CONTRACTOR marked "NO EXCEPTIONS TAKEN," � formal revision and resubmission of said submittal will not be required. C. [f a submittal is returned marked "MAKE CORRECTIONS NOTED," CONTRACTOR shall make the corrections on the submittal, but formal revision and resubmission of said submittal will not be required. D. If a submittal is returned marked "AMEND-RESUBMIT," the CONTRACTOR shall revise said submittal and shall resubmit the reyuired number of copies of said revised submittal to the OWNER for review. E. If a submittal is returned marked "REJECTED-RESUBMIT," it shall mean that the submitted material or product does not satisfy the specification. The CONTRACTOR shall prepare a new submittal and shall resubmit the required number of copies of said revised submittal to the OWNER for review. F. Fabrication of an item shall be commenced only after tlie OWNER has reviewed the pertinent submittals and returned copies to the CONTRACTOR marked either "NO EXCEPT[ONS TAKEN" or MAKE CORRECTIONS NOTED." Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as changes to the contract requirements. G. All submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR, prior to submission to the OWNER. Each submittal shall be dated, signed, and certified by the CONTRACTOR, as being correct and in strict conformance with the Contract Documents. In the case of Shop Drawings, each sheet shall be so dated, signed, and certified. The OWNER will only review submittals which have been so certified by the CONTRACTOR. All non-certified submittals will be returned to the CONTRACTOR without action taken by the OWNER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR. CONTRACTOR SUBMITTALS ' 01300-2 1 � ' � � � 1 � ' , ' 1.4 1 ' ' 1 1 a � ' � � 1 1 ' H. The OWNER's review of submittals shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions. The CONTRACTOR shall assume all responsibility and rislc for any misfits due to any errors in submittals. The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details. PRE-CONSTRUCTION CONFERENCE SUBMITTALS A. At tlie Pre-construction Conference, the CONTRACTOR shall submit the following items to the OWNER for review in addition to the items to be submitted as noted in Paragraph 1.1 above. After the Pre-construction Conference, the OWNER shall review the items submitted at the conference and may request further information for any of those items which are determined to be incomplete or insufficient. If such a request is made, the CONTRACTOR shall be required to submit additional information as requested within three (3) calendar days after receipt of such request. B. Submit three (3) printed copies of each item in this section. Submit one (1) electronic copy on a CD-ROM disk in MS Word, MS Excel, or MS Project format where appropriate for items 1- 5. 1. Contractor's and Subcontractor's Contact Information: Names and 24-hour contact telephone numbers of contractor's and each subcontractor's key personnel. 2. Contractor's Labor Classifications and Rates: Classification of all workers to be employed by the Contractor and its subcontractors in the work, excluding the Contractor's Superintendent and General Foremen (if any), and; straight- time and overtime Weighted Wage Rates for each submitted labor classification. Update and resubmit the entire labor classification file whenever worker classifications are changed, added or deleted: 3. Contractor's Equipment Classifications and Rates: Make and model of each item of equipment and small tools to be employed by the Contractor and its subcontractors in the work, and; working and standby (idle) hourly rates for each submitted item of equipment. Equipment Rental Rate Agreement referenced therein. Update and resubmit this entire equipment classification file whenever equipment or small tools classifications are changed, added or deleted. 4. Contractor's Overall CPM Progress Schedule 5. Detailed Schedule of Values 6. List of all Subcontractors, including: ■ Percentage value of work assigned. ■ Principal contact(s). ■ Address. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 CONTRACTOR SUBMITTALS 01300-3 ' ■ Telephone and fax numbers. 7. List of all requested exceptions to the Contract Documents. 8. Retainage account information (if applicable) 9. Intent to Pay Prevailing Wage Rates for prime contractor and subcontractors. 10. All required permits, as applicable. 11. Spill Prevention Control Plan 1.4 SHOP DRAWINGS (TECHNICAL SUBMITTALS) A. Wherever called for in the Contract Documents, or when requested by the OWNER, the CONTRACTOR shall furnish Shop Drawing submittals to the Owner. The term "Shop Drawings" as used herein shall be understood to include detail design calculations, shop-prepared drawings, fabrication, and installation drawings, process drawings, descriptions of work, erection drawings, lists, graphs, catalog sheets, data sheets, and similar items. Whenever the CONTRACTOR is required to submit design calculations as part of a submittal, such calculations, shall bear the signature and seal of an engineer registered in the appropriate branch and in the state wherein the project is to be built, unless otherwise indicated. B. Shop Drawing submittals shall be accompanied by the OWNER's standard submittal transmittal form, a reproducible copy of which is available from the OWNER. Any submittal not accompanied by such a form, or where all applicable items on the form are not completed, will be returned for resubmittal. C. A single submittal transmittal form shall be used for each technical specification section or item or class of material or equipment for which a submittal is required. A single submittal covering multiple sections will not be acceptable, unless the primary specification references other sections for components. Transmittal of a submittal of various items using a single transmittal form will be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that expediency indicates review of the group or package as a whole. A multiple-page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the OWNER. D. The following items are also considered Shop Drawings and may be requested to be ' submitted to the Owner: ■ Construction photographs. ■ Daily records and inspection logs, including list of active equipment and employees on the site, including hourly utilization. ■ Equipment data logs ■ Equipment maintenance records and invoices RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 1 ' � CONTRACTOR SUBMITTALS ' 01300-4 ' ' ' , � � ■ Work plans for different activities on the project (narrative description of proposed method for performing work, including equipment, materials and labor to be used, along with activity dates and milestones) ■ Survey notes and data 1.5 ADMINISTRATIVE SUBMITTALS � ' � ' 1 � 1.6 ' 1 ' 1 ' ' A. Submittals that are not Shop Drawings or Samples, or that do not reflect quality of product or method of construction may include, but not be [imited to: ■ Applications for payment. ■ Progress reports. ■ Progress schedules. ■ Schedule of values. ■ Schedule of estimated progress payments. ■ Training materials ■ Training schedules ■ Certified payroll (submitted throughout project). All certified payrolls must be submitted prior to release of retainage or retainage bond. ■ Submittals required by laws, regulations, and governing agencies. QUALITY CONTROL SUBMITTALS A. Quality Control submittals may include, but not be limited to the following. ■ Manufacturer's instructions. ■ Certificates/Certifications: o Manufacturer's. o Inspection. o Governing Agency's. ■ Manufacturer's field service reports. ■ Manufacturer's test reports. ■ Operation and maintenance data. ■ Operation and maintenance manuals. ■ Quality control plan. ' RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 CONTRACTOR SUBMITfALS 01300-5 ' ■ Reports (inspection and test). ■ Statements of qualifications. ■ Test specimens. ■ Equipment and material invoices, including invoices for repair. ■ Employee time sheets ■ Contractor field notes and photographs ■ Data logs and reports 1.7 SAMPLES A. Whenever in the Specifications samples are required, the CONTRACTOR shall submit not less than 3 samples of each item or material to the OWNER for acceptance. B. Unless otherwise indicated, samples, shall be submitted a minimum of 21 days prior to ordering such material. C. Samples shall be individually and indelibly labeled or tagged, indicating thereon all specified physical characteristics and Manufacturer's name. Upon receiving acceptance of the OWNER, one set of the samples will be stamped and dated by the OWNER and returned to the CONTRACTOR, and one set of samples will be retained by the OWNER, and one set of samples shall remain at the Site until completion of the WORK. D. Unless indicated otherwise, all colors and textures of items presented in sample submittals shall be fro�n the manufacturer's standard colors and standard materials, products, or equipment lines. If the samples represent non-standard colors, materials, products, or eyuipment lines and their selection will require an increase in Contract Times or Price, the CONTRACTOR shall clearly indicate same on the transmittal page of the submittal. 1.8 REQUESTS FOR SUBSTITUT[ON A. Requests for substitution shall be submitted with a transmittal cover sheet. Requests for substitution shall be prepared and reviewed in accordance with Section 01600 1.7. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 CONTRACTOR SUBMITTALS ' 01300-6 ' ' � ' , PART 1 - GENERAL 1.1 GENERAL ' ' ' ' ' 1.2 ' � 1 1 1 1 ' 1.3 ' ' SECTION 01311 CONTRACTOR SCI-IEDULE A. Scheduling of the WORK shall be performed�by the CONTRACTOR in accordance with the requirements of this Section. E3. Development of the schedule, the cost loading of the schedule, monthly payment requisitions and project status reporting requirements of the Contract shall employ computerized Critical Path Method (CPM) scheduling. The CPM schedule and all reports should be prepared with Microsoft Project or similar software. Hand-written schedules will not be accepted. Where submittals are required hereunder, the CONTRACTOR shall submit three copies of each submittal item. C. The schedule shall include 5 days of delay in the schedule for severe weather conditions DETAILED CPM AND PROGRESS SCHEDULE A. The Contractor shall submit a detailed overall project schedule at the Pre-Construction Meeting. The schedule shall show the completion of the entire project from Notice to Proceed through Substantial Completion. The schedule shall be based upon the Critical Path Method (CPM) and show activities, start dates, end dates, duration, critical milestones, and float. B. The Owner will review this schedule and return it to the Contractor within 5-days. The Contractor shall resubmit the revised schedule within 15 days of the Notice to Proceed date. C. An updated progress schedule shall be submitted with each monthly payment request. Payment will be withheld until the updated schedule is submitted. D. Float Ownership_ Neither the OWNER nor the CONTRACTOR owns the float time. The project owns the float time. As such, liability for delay of the project completion date rests with the party actually causing delay to the project completion date. For example, if Party A uses some, but not all of the Float time and Party B later uses the remainder of the float time as well as additional time beyond the Float time, Party B shall be liable for the costs associated with the time that represents a delay to the project's completion date. Party A would not be responsible for any costs since it did not consume all of the float time and additional float time remained, therefore, the project's completion date was unaffected. THREE-WEEK LOOK AHEAD SCHEDULE A. The CONTRACTOR shall furnish a 3-week look ahead schedule at each weekly construction meeting. The 3-week look ahead schedule shall indicate the work RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT CONTRACTOR SCHEDULE 1 FEBRUARY 2015 01311-1 accomplished during the previous week, and work to be accomplished in the next two weeks. When a weekly construction meeting is cancelled, the schedule shall be submitted directly to the Owner via e-mail. PART 2 - PRODUCTS (Not Used) PA92T 3 - EXECUTION (Not Used) END OF SECTION RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT CONTRACTOR SCHEDULE FEBRUARY 2015 01311-2 ' � ' LJ � 1 � , LI SEC"I"ION 01500 TEMPORARY SI'd'E UTILITIES AND CONTROLS PART 1- GEIVERAL 1.1 TEMPORARY UTILITIES A. Sanitary Facilities: Contractor to provide and maintain self-contained portable sanitary facilities for the Contractor's, subcontractor's, Engineer, and City use. The facilities shall comply with applicable regulations and shall be serviced, cleaned, and disinfected weekly. B. Temporary Water and Electrical: City provided water and electrical service (20 amp, 120V) will be available on-site for Contractor's use. C. The Contractor is permitted to use water supplied from City hydrants during the work. There is no guarantee that all fire hydrants will be available for use for cleaning, lining, or any other construction activities associated with this project. Prior to construction activities, it shall be the Contractor's responsibility to verify which hydrants will be available by contacting the City. The Contractor shall use only those hydrants permitted by the City. ' A hydrant meter and bacicflow preventer assembly must be installed at the hydrant prior to usage. The meter and assembly will be supplied and installed by City staff at a hydrant to be designated by the Contractor. No charge for water will be rnade unless � there is obvious waste. The Contractor i1�ay relocate the meter and assembly as needed to other hydrants during the work. The Contractor is solely responsible for security and protection of the meter and assembly at all times during the work. ' To obtain a meter and assembly, contact the Department of Community Development (DCD) at (360) 473-5343. DCD is located on the 6�" floor of the Norm Dicks Government Center at 345 Sixth Street, Bremerton, WA 98310. A deposit of $2000 is ' required prior to obtaining the ►neter and assembly. Upon completion of the project, contact DCD for retu► of the items and a refund of the deposit for undamaged hydrant meters. ' 1.2 TEMPORARY CONSTRUCTION AND SUPPORT SYSTEMS � , ' A. The Contractor is solely and exclusively responsible for the design, construction, and maintenance of all temporary construction including forms, false work, shoring, rigging, scaffolding, stairs, ladders, and all other similar items, including ensuring that such mentioned items are designed and stamped by appropriate design professionals in accordance with applicable regulations and codes. B. Construct adequate and safe forms and false work, to rigidly support partially complete structures. Provide temporary bridges and decking to maintain vehicular ' RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 TEMPORARY SITE UTILITIES AND CONTROLS 01500-1 , and pedestrian access. Design and construct temporary forms, false work, bridges, and decking in accordance with applicable regulations and codes. 1.3 1.4 1.5 C. The Contractor shall provide temporary guard rails, ladders, stairs, guards, plastic sheeting, and barricades to protect persons in accordance with applicable regulations within and around the work. PROTECTION OF INSTALLED WORK A. Provide temporary and removable protection for installed products. Control activity in immediate work area to minimize damage. B. Provide heavy planking to protect valve boxes, vaults, curbs, gutters, paving, and similar surfaces from damage by heavy equipment or vehicles. S[TE SECURITY A. The reservoir is located within a fenced site. Materials and equipment left exposed at the site overnight and during off-hours are at risk for theft and the Contractor is solely responsible for securing equipment and materials against theft and vandalism. B. The Contractor is responsible for security to protect the Work, on-site stored materials, existing facilities, and City's operations fi om unauthorized entry, vandalism, or theft. C. The site gate shall be locked at the end of each work day. The Contractor shall provide a temporary padlock and use the "daisy-chain" method for locking the gate. Alternatively, the Contractor may obtain a City-issued key for the existing gate padlock. D. The Contractor shall confine the use of the site for work and storage to within the fenced limits. E. The Contractor shall be responsible for maintaining a safe working environment for the City, and Contractor's personnel in all areas affected by the Contractor's work. TEMPORARY SITE CONTROLS: A. EROSION AND SEDIMENT CONTROL: Employ measures to prevent erosion and trap any sediment created by construction operations before it leaves the site. Prevent sediment from entering the public right-of-way and/or water bodies. Grade any areas damaged by construction or by erosion and hydroseed with grass. B. PETS AND RODENT CONTROL: Avoid creating conditions conducive to pests and rodents. Comply with regulations governing the use of chemicals to control pests and rodents. C. WASTE D[SPOSAL AND RUBBISH CONTROL: The Contractor shall keep the work site clean and free from rubbish and debris. Materials and equipment shall be removed from the site when they are no longer necessary. Upon completion of coating, the RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT TEMPORARY SITE UTILITIES AND CONTROLS FEBRUARY 2015 01500-2 ' ' � ' ' ' 1 ' ' 1.6 ' Contractor shall remove any surplus material protective coverings, and accumulated rubbish, and thoroughly clean surfaces and repair overspray or other coating-related damage. The Contractor shall be responsible for disposal of all waste materials and for obtaining any required permits or approvals. All expenses for disposal shall be solely borne by the Contractor. The Contractor shall provide temporary sanitary facilities and trash disposal at the site. These facilities shall be maintained regularly in compliance with applicable laws. D. NOISE CONTROL: The project site is zoned industrial and is subject to the requirement of Bremerton Municipal Code 6.32. There are no noise limits from 7:00 a.m. to 10:00 p.m. From 10 p.m. to 7 a.m., the decibel limit is 60 dB(A). Provide sound-attenuating enclosures for equipment as needed to meet the limits. E. SPILL CONTROL: Measures including containment booms, oil absorbent pads, and spill control kits shall be used to contain debris and materials within work areas. Spill control kits shall be available on-site at all times. The Contractor shall prepare a Spill Prevention Countermeasures and Control (SPCC) Plan to be used for the duration of the project. The Plan shall be submitted to the Construction Manager prior to the commencement of any construction activities. A copy of the Plan with any updates shall be maintained at the work site by the Co►ltractor. TRAFFIC REGULATIONS - applicable to the specific site location A. Conduct operations so as to offer least possible obstructions and inconvenience to the public in general. Do not overload or damage paved improved or gravel maintained roadway surfaces, sidewalks, curbs, or gutters. � B. Provide temporary barricades, lights, flag persons, and pedestrians and vehicular traffic entering and leaving project site. � other means to safely control the project site and on the C. Develop and follow a traffic control plan in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). I 1.7 PROTECTION OF EXISTING FACILIT[ES ' A. The Contractor shall protect and maintain all underground or aboveground utilities and structures affected by the worlc and all lawns, shrubs, trees, fences, rockeries, mailboxes, monuments, signs, etc., and parking strips or private property crossed by or ' adjacent to his operation. Any damage shall be repaired and restored by the Contractor to the satisfaction of the City. ' ' ' B. The Contractor will be responsible for all damage to roads, highways, ditches, bulkheads, walls, bridges, culverts, utilities, barricades, lights or other property, caused by the work, whether such damage be at the site of the work or caused by transporting of hauling to or from the work. The Contractor shall repair or replace, or arrange for the repair or replacement of all such damage to the satisfaction of the City. Any material damaged by the Contractor's operations shall be replaced with new material at no additional cost to the City. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT TEMPORARY SITE UTILITIES AND CONTROLS FEBRUARY 2015 01500-3 ' C. Whenever construction work under this Contract is undertaken on easement, right-of- way, or franchise, all work shall be confined to the limits of each easement, right-of-way, or franchise, and accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The Contractor is responsible to restore the disturbed area(s) to its original condition and satisfaction of the City. PART 2- PRODUCTS - Not Used. PAI2T 3- EXECUTION - Not Used. END OF SECTION RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT TEMPORARY SITE UTILITIES AND CONTROLS FEBRUARY 2015 01500-4 ' ' � , ' ' ' ' , SECTION 01600 PRODUCTS, MATERIALS, EQUIPMENT AIVD SUBSTITUTIONS PART1-GENERAL 1.1 DEFINITIONS ' 1.2 � 1 ' A. The word "Products," as used in the Contract Documents, is defined to include purchased items for incorporation into the WORK, regardless of whether specifically purchased for the project or taken from CONTRACTOR's stock of previously purchased products. The word "Materials," is defined as products which must be substantially cut, shaped, worked, mixed, finished, refined, or otherwise fabricated, processed, installed, or applied to form WORK. The word "Equipment" is defined as products with operational parts, regardless of whether motorized or manually operated, and particularly including products with service connections (wiring, piping, and other like items). Definitions in this paragraph are not intended to negate the meaning of other terms used in the Contract Documents, including "specialties," "systems," "structure," "finishes," "accessories," "furnishings," special construction," and similar terms, which are self-explanatory and have recognized meanings in the construction industry. B. Neither "Products" nor "Materials" nor "Equipment" includes machinery and equipment used for preparation, fabrication, conveying, and erection of the WORK. QUALITY ASSURANCE A. Source Limitations: To the greatest extent possible for each unit of WORK, the CONTRACTOR shall provide products, materials, and eyuipment of a singular generic kind from a single source. B. Compatibility of Options: Where more than one choice is available as options for CONTRACTOR's selection of a product, material, or equipment, the CONTRACTOR shall select an option which is compatible with other products, materials, or equipment. Compatibility is a basic general requirement of product, material and equipment selections. C. All equipment and products supplied for this project shall be new and not previously ' used. Refurbished equipment and products will be rejected. As requested by the City, the Contractor shall provide acceptable documentation from the supplier or manufacturer indicating that equipment or products are new, not previously used, and not refurbished. , 1.3 PRODUCT DELIVERY AND STORAGE ' A. The CONTRACTOR shall deliver and store the WORK in accordance with manufacturer's written recommendations and by methods and means which will prevent damage, deterioration, and loss including theft. Delivery schedules shall be controlled to minimize ' long-term storage of products at the Site and overcrowding of construction spaces. In particular, the CONTRACTOR shall ensure coordination to ensure minimum holding or ' RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 PRODUCTS, MATERIALS, EQUIPMENT & SUBSTITUTIONS 01600-1 ' storage times for flammable, hazardous, easily damaged, or sensitive materials to deterioration, theft, and other sources of loss. 1.4 TRANSPORTATION AND HANDLING A. Products shall be ti by methods to avoid damage and shall be delivered in undamaged condition in manufacturer's unopened containers and packaging. B. The CONTRACTOR shall provide equipment and personnel to handle products, materials, and equipment including those furnished by OWNER, by methods to prevent soiling and damage. C. The CONTRACTOR shall provide additional protection during handling to prevent marring and otherwise damaging products, packaging, and surrounding surfaces. 1.5 STORAGE AND PROTECT[ON A. Products shall be stored in accordance with manufacturer's written instructions and with seals and labels intact and legible, Sensitive products shall be stored in weather-tight climate controlled enclosures and temperature and humidity ranges shali be maintained within tolerances required by manufacturer's recommendations. B. For exterior storage of fabricated products, products shall be placed on sloped supports above ground. Products subject to deterioration shall be covered with impervious sheet covering and ventilation shall be provided to avoid condensation. C. Loose granular materials shall be stored on solid flat surfaces in a well-drained area and shall be prevented from mixing with foreign matter. D. Storage shall be arranged to provide access for inspection. The CONTRACTOR shall periodically inspect to assure products are undamaged and are maintained under required conditions. E. Storage shall be arranged in a manner to provide access for maintenance of stored items and for inspection. 1.6 MAINTENANCE OF PRODUCTS [N STORAGE A. Stored products shall be periodically inspected on a scheduled basis. The CONTRACTOR shall maintain a log of inspections and shall make the log available on request. B. The CONTRACTOR shall comply with manufacturer's product storage requirements and recommendations. C. The CONTRACTOR shall maintain manufacturer-required environmental conditions continuously. D. The CONTRACTOR shall ensure that surfaces of products exposed to the elements are not adversely affected and that weathering of finishes does not occur. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 PRODUCTS, MATERIALS, EQUIPMENT $ SUBSTITUTIONS ' 01600-2 1 � ' 1 ' 1 1.7 ' ' ' � ' � ' ' � � , ' E. For mechanical and electrical equipment, the CONTRACTOR shall provide a copy of the manufacturer's service instructions with each item and the exterior of the package shall contain notice that instructions are included. F. Products shall be serviced on a regularly scheduled basis, and a log of services shall be maintained and submitted as a record document prior to final acceptance by the OWNER in accordance with the Contract Documents. PROPOSED SUBSTITUTIONS OR "OR-EQUAL" ITEM A. Whenever materials or equipment are indicated in the Contract Documents by using the name of a proprietary item or the name of a particular manufacturer, the naming of the item is intended to establish the type, function, and quality required. When the name is followed by the words "or equal", materials or equipment of other manufacturers may be substituted for the named products. When the Contractor wants to use substitute products, they shall submit sufficient information to allow the OWNER/ENGINEER to determine that the material or equipment proposed is equivalent or equal to that named, subject to the following requirements: 1. The burden of proof as to the type, function, and quality of any such substitution product, material or equipment shall be upon the CONTRACTOR. 2. The OWNER/ENGINEER will be the sole judge as to the type, function, and quality of any such substitution. Whether the product is an acceptable substitute is at the sole discretion of the OWNER/ENGINEER and the decision, once-made, shall be final. 3. The OWNER/ENGINEER may require the CONTRACTOR to furnish additional data about the proposed substitution. 4. The OWNER may require the CONTRACTOR to furnish a special performance guarantee or other surety with respect to any substitution. 5. Acceptance by the OWNER/ENGINEER of a substitution item proposed by the CONTRACTOR shall not relieve the CONTRACTOR of the responsibility for full compliance with the Contract Documents and for adequacy of the substitution. 6. The CONTRACTOR shall pay all costs of i�nplementing accepted substitutions, including redesign and changes to WORK necessary to accommodate the substitution. B. The procedure for review by the OWNER/ENGINEER will include the following: IF the CONTRACTOR wishes to provide a substitution item, the CONTRACTOR shall indicate on the Submittal Transmittal cover sheet that the item is a substitution by writing, "PROPOSED OR-EQUAL ITEM" or "SUBSTITUTION ITEM" in the provided blanks. The CONTRACTOR shall include a copy of the relevant specification section with the submittal. The section shall be marked up to explain where the substituted product differs from the named product. ' RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 PRODUCTS, MATERIALS, EQUIPMENT & SUBSTITUTIONS 01600-3 ' ' C. The CONTRACTOR's submittal shall - address the following factors which will be ' considered by the OWNER/ENG[NEER in evaluating the proposed substitution: 1. 2. 4 Whether the evaluation and acceptance of the proposed substitution will prejudice the CONTRACTOR's achievement of Substantial Completion on time. Whether acceptance of the substitution for use in the WORK will require a change in any of the Contract Documents to adapt the design to the proposed substitution. Whether incorporation or use of the substitution in connection with the WORK is subject to payment of any license fee or royalty. Whether all variations of the proposed substitution from the items originally specified are identified. 5. Whether available maintenance, repair, and replacement service are indicated. The manufacturer shall have a local service agency (within 50 miles of the site) which maintains properly trained personnel and adequate spare parts and is able to respond and complete repairs within 24 hours. 6. Whether an itemized estimate is included of all costs that will result directly or indirectly from acceptance of such substitution, including cost of redesign and claims of other contractors affected by the resulting change. , , � ' , � 7. Whether the proposed substitute item meets or exceeds the experience and/or equivalency requirements listed in the appropriate technical specifications. ' D. Without any increase in cost to the OWNER, the CONTRACTOR shall be responsible for and pay all costs in connection witli proposed substitutions and of inspections and testing of equipment or materials submitted for review prior to the CONTRACTOR's purchase thereof for incorporation in the WORK, whether or not the OWNER/ENG[NEER accepts the proposed substitution or proposed equipment or material. The CONTRACTOR shall reimburse the OWNER for the charges of the OWNER/ENGINEER for evaluating each proposed substitution. PART 2 - PRODUCTS (Not Used] PART 3 - EXECUTION (Not Used) END OF SECTION RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 PRODUCTS, MATERIALS, EQUIPMENT & SUBSTITUTIONS ' 01600� ' � , ' ' , � ' ' � ' � � 1 ' ' ' ' SECTION 09960 STEEL RESERVOIR COATING SYSTEM PART 1-GENERAL 1.1 1.2 SCOPE The Work includes removing the existing coating and installing a new coating for the entire interior of City of Bremerton Reservoir 10 North, located at the Olympic View Industrial Park off of State Route 3, directly across from the Bremerton National Airport. The site address is 5785 Imperial Way, Bremerton, WA 98312. Specifically, the work of the project includes: • Abrasive blasting to remove the existing coating and prepare the surface in accordance with SSPC-SP 10. • Maintaining the internal environment as described in these specifications to provide optimal air and surface conditions for coating application/curing. • Application of new coating system to the reservoir interior as described in this section, including roof, shell, floor, ladders, purlins, beams, overflow structure, �� inlet/outlet piping, center column, hatches and any other exposed surfaces inside the reservoir. Do NOT coat the interior ladder safety climb equipment and level sensing equipment/devices. • Holiday testing of all coated surfaces to ensure proper application. , The welded-steel reservoir is 66' diameter by 40 feet high. The site is surrounded by a chain link fence and there is adequate space for equipment and material maneuverability/storage. An external ladder allows access to the top of the reservoir from the outside. There is an 18" high x 6' wide concrete ring around the interior perimeter. DEF[NITIONS Specific coating terminology used in this Section is in accordance with definitions contained in ASTM D16, ASTM D3960, and the following definitions: A. B. C. D Abrasive: Material used for blast cleaning, such as sand, grit or shot. Abrasive Blast Cleaning: Cleaning/surface preparation by abrasive propelled at high speed. Anchor Pattern: Profile or texture of prepared surface(s). ANS[: American National Standards [nstitute. Bug Holes: Small cavities, usually not exceeding 15 mm in diameter, resulting from entrapment of air bubbles in the surface of formed concrete during placement and compaction. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT ' FEBRUARY 2015 STEEL RESERVOIR COATING SYSTEM 09960-1 1 F G �:� K. L. M N. 0. P. Q• R. S. T. U. V. W X. Y. Z. AA. :: CK1� 11 Coating/Paint/Lining Thickness: The total thickness of primer, intermediate and/or finish coats. Coating System Applicator (CSA): A generic reference to the contractor or subcontractor installing the coating systems specified in this Section. Coating System Manufacturer (CSM): Refers to the acceptable coating system manufacturer, abbreviated as the CSM. Also referred to as Manufacturer. Coating System Manufacturer's Technical Representative(s) (CTR): Refers to the technical representative(s) of the acceptable Coating System Manufacturer and is abbreviated as CTR. Dew point: Temperature of a given air/water vapor mixture at which condensation starts. Dry Film Thickness (DFT): Depth of cured film, usually expressed in mils (0.001 inch). Drying Time: Time interval between application and curing of material. Dry to Recoat: Time interval between application of material and ability to receive next coat. Dry to Touch: Time interval between application of material and ability to touch lightly without damage. Feather Edging: Reducing the thickness of the edge of paint. Feathering: Operation of tapering off the edge of a point with a comparatively dry brush. Field Coat: The application or the completion of application of the coating system after installation of the surface at the site of the work. Hold Point: A defined point, specified in this Section, at which work shall be halted for inspection. Work shall not proceed past the Hold Point until accepted by the Owner and the OCI. Holiday: A discontinuity, skip, or void in coating or coating system film that exposes the substrate. Honeycomb: Segregated condition of hardened concrete due to non-consolidation. ICRI: International Concrete Repair [nstitute. Incompatibility: Inability of a coating to perform well over another coating because of bleeding, poor bonding, or lifting of old coating; inability of a coating to perform well on a substrate. Laitance: A layer of wealc, non-durable concrete containing cement fines that is brought to the surface through bleed water because of concrete finishing and/or over- finishing. Mil: 0.001 inch. NACE: National Association of Corrosion Engineers. Overspray: Dry spray, particularly such paint that failed to strike the intended surface. Owner's Coating Inspector (OCI): A NACE Level 3 Certified Coating Inspector to be contracted by the Owner to inspect the coating application at Hold Points and other times as requested by the Owner. Pinhole: A small diameter discontinuity in a coating or coating system film that is typically created by outgassing of air from a void in a concrete substrate resulting in exposure of the substrate or a void between coats. Also see Holiday. Pot Life: Time interval after mixing of components during which the coating can be satisfactorily applied. Resurfacer/Resurfacing Material: A layer of cementitious and/or resin- based material RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM FEBRUARY 2015 09960-2 ' 1 , ' , , t ' � � � � � , 1 � 1 1.3 D4285, "Standard Test Method for Indicating Oil or Water in Compressed Air" E337, "Standard Test Method for Measuring Humidity with a Psychrometer (The Measurement of Wet- and Dry-Bulb Temperatures)" D16, "Standard Terminology for Paint, Related Coatings, Materials and Applications RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT ' FEBRUARY 2015 EE. FF. GG. HH II. lI� KK. used to fill or otherwise restore surface continuity to worn or damaged surfaces. Shelf Life: Maximum storage time for which a material may be stored without losing its usefulness. Shop Coat: One or more coats applied in a shop or plant prioi• to shipment to the site of the work, where the field or finishing coat is applied. Spreading Rate: Area covered by a unit volume of paint at a specific thickness. SSPC: The Society for Protective Coatings. Stripe Coat: A separate coat of paint applied to all weld seems, pits, nuts/bolts/washers and edges by brush. This coat shall not be applied until any previous coat(s) have cured and, once applied, shall be allowed to cure prior to the application of the subsequent coat(s). Surface Saturated Dry (SSD): Refers to concrete surface condition where the surface is saturated (damp) without the presence of standing water. Tie Coat: An intermediate coat used to bond different types of paint coats. Coatings used to improve the adhesion of a succeeding coat. LL. Touch-Up Painting: The application of paint on areas of painted surfaces to repair marks, scratches, and areas where the coating has deteriorated to restore the coating film to an unbroken condition. MM.TPC: Technical Practice Committee. NN. Volatile Organic Compound (VOC) Content: The portion of the coating that is a compound of carbon, is photochemically reactive, and evaporates during drying or curing, expressed in grams per liter (g/1) or pounds per gallon (Ib/gal). 00. Immersion: Refers to a service condition in which the substrate is below the waterline or submerged in water or wastewater at least intermittently if not constantly. PP. Weld Splatter: Beads of inetal scattered near seam during welding. � QQ. Wet Film Thickness (WFT): The primer or coating film's thickness immediately following application. Wet film thickness is measured in mils or thousandths of an inch (0.001 inch) and is abbreviated WFT. REFERENCES This section contains references to the following documents. They are a part of this section as specified and modified. Where a referenced document contains references to other standards, those documents are included as references under this section as if referenced directly. In the event of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. Ainerican Society for Testing and Materials (ASTM�. STEEL RESERVOIR COATING SYSTEM 09960-3 1 National Association of Corrosion Engineers (NACE International� RP0287-02, "Field Application of Surface Profile of Abrasive Blast Cleaned Steel Surfaces Using A Replica Tape" SP0188-2006, "Discontinuity Testing of New Protective Coatings on Conductive Substrates" National [nstitute of Standards and Technoloev "Certified Coating Thickness Standards for Nonmagnetic Coating on Steel" The Society for Protective Coatings (SSPC�. PA 1, "Shop, Field and Maintenance Painting" PA 2, "Measurement of Dry Paint Thickness with Magnetic Gages" SP 1, "Solvent Cleaning" SP 10, "Joint Surface Preparation Standard Near White Metal Blast Cleaning" VIS 1, "Visual Standard for Dry Abrasive Blast Cleaning" 1.3 QUALITY CONTROL REQUIREMENTS A. The Contractor is responsible for the workmanship and quality of the coating system installation. [nspections by the Owner, OCI or the CTR will not relieve or limit the Contractor's responsibilities. B. Coating products shall be from a single manufacturer. C. The Contractor's methods shall conform to requirements of this specification and the standards referenced in this Section. Changes in the coating system installation requirements will be allowed only with the written acceptance of the Owner before work commences. � D. The Contractor shall have minimum 5 years of experience in performing the work described in this specification and shall have been in existence under the current company name for minimum 3 years. The Owner may request supporting documentation for this requirement. E. Contaminated, outdated, diluted materials, and/or materials from previously opened containers shall not be used. F. For repairs, the Contractor shall provide the same product, or products recommended by the CSM, as used for the original coating. G. The Contractor shall identify the points of access for inspection by the Owner or OC[. Tlte Contractor shall provide ventilation, ingress and egress, and other means RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM FEBRUARY 2015 09960-4 � ' necessary for the Owner, CTR, and OCI to safely access the work areas. , H. The CTR shall attend the pre-construction meeting with the Owner, Contractor and sub-contractor. Additionally, the CTR shall attend up to three (3) site meetings as requested by the Owner or OCI in order to inspect ambient conditions, surface ' preparation, coating application and curing, or for any other reason as requested by the Owner. , I. Hold Poants: Prior to moving past each Hold Point and continuing onto the next activity, the work must be inspected and approved by the OCI, which includes executing the Hold Point Completion forrn upon approval. The form , requires signing off by both the Contractor and the OCI (or other City- authorized representative). The form is included at the end of this section and must be executed for each Hold Point. L , ' � The Contractor shall demonstrate the functionality and suitability of all equipment on the site to be used for the control of environmental conditions, ventilation, abrasive blasting, coating application, and any other eyuipment requested by the Owner. It shall be demonstrated to the Owner that all equipment is functioning and correctly sized for its intended application. K. Upon request from the Owner, the Contractor shall provide written daily reports that include test data, status of equipment used, invoices for repair or maintenance of equipment, progress of work and any problems that were encountered, surfaces covered using visual display, ambient conditions, quality control inspection test findings, names and hours for employees worked and other information pertinent to the coating system installation. 0 1.4 DELIVERY AND STORAGE ' A. Materials shall be delivered to the job site in their original, unopened containers. Each container shall be properly labeled. Materials shall be handled and stored to prevent damage to or loss of label. 1 , B. Labels on the container shall include manufacturer's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing and reducing. Paint containers not displaying product identification will not be acceptable. ' C. Materials shall be stored in enclosed structures and shall be protected from weather and excessive heat or cold in accordance with the CSM's recommendations. Flammable materials shall be stored in accordance with state and local requirements. ' ' D. The Contractor shall store and dispose of hazardous waste according to federal, state and local requirements. This requirement specifically addresses waste solvents and coatings. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT ' FEBRUARY 2015 STEEL RESERVOIR COATING SYSTEM 09960-5 � , 1.5 SUBMITTALS Provide in accordance with Section 01300: A. Product data sheets for coating system products. The data sheets should include the following information at a minimum: 1. Volatile organic compound (VOC) data 2. Surface preparation recommendations. 3. Primer type, where required. 4. Maximum dry and wet-mil thickness per coat. 5. Minimum and maximum curing time between coats, including atmospheric conditions for each. 6. Curing time before submergence in liquid. 7. Acceptable cleaning and thinner solutions to be used with each coating. 8. Ventilation requirements. 9. Minimum atmospheric conditions during which the paint shall be applied, including but not limited to air and surface temperatures, relative humidity, wind velocity, and precipitation. 10. Allowable application methods. 11. Maximum allowable moisture content. 12. Storage requirements and maximum shelf life. 13. Exterior color samples as requested by Owner B. Material Safety Data Sheets (MSDS) for materials to be delivered to the job site, including coating system materials, solvents, and abrasive blast media. C. Contractor shall provide an outline of the intended equipment to be used to ensure that required environmental conditions are maintained. The Owner may request additional documentation, such as equipment maintenance records or calculations, to ensure equipment has been adequately maintained and is properly sized for the application. D. Data sheets for equipment being used for environmental control, ventilation, and dust collection. E. The Contractor shall provide a minimum of three project references each including contact name, address, and telephone number where similar coating work has been performed by their company in the past five years. 1.6 RESPONS[BILITIES OF OWNER'S COATING INSPECTOR (OCI) RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM FEBRUARY 2015 09960-6 � 1 C � ' ' � ' ' ' ' � � � , 1.7 � ' , The Owner is contracting with a NACE Level 3 Certified Coating Inspector (the OCI) for quality assurance inspection during the work and to conduct inspections and approval at Hold Points during the work. Responsibilities of the OCI will include: A. Attend pre-construction meeting and additional meetings as requested by the Owner. B. Conduct Hold Point inspections and approvals. C. Inspect materials upon receipt to ensure that they are supplied by the CSM. D. Inspect to verify that specified storage conditions for the coating system materials, solvents and abrasives are provided. E. Inspect and record findings for the degree of cleanliness oFsubstrates. F. Inspect and record substrate profile (anchor pattern). G. Measure and record dry bulb, wet bulb and substrate temperature. H. Measure and record dew point and relative humidity. I. Inspect to verify that correct mixing of coating system materials is performed in accordance with CSM's instructions. J. Inspect, confirm, and record that the "pot life" of coating system materials is not exceeded during installation. Inspect to verify that recoat li�nitations for coating ►naterials are not exceeded. K. Measure and record the thickness of the coating system. L. Inspect to verify proper curing of the coating system in accordance with the CSM's instructions. M. Witness holiday testing of all coated surfaces. HOLD POINT INSPECTIONS The OCI shall complete inspection at the following hold points. The Contractor shall not proceed beyond the hold point inspection until verification that the requirements pertaining to that hold point have been met. Approval of a Hold Point is given when the OCI (or other authorized City representative) and Contractor execute the form at the end of this Section for the Hold Point. The Contractor shall provide the Owner with a minimum of twelve (12) hours of notice prior to the time when the hold point inspection is to be completed. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT ' FEBRUARY 2015 STEEL RESERVOIR COATING SYSTEM 09960-7 ' The Hold Point #'s and description of each are as follows. Hold point inspection forms are included at the end of this section. Instructions are included on the form. A form must be executed for each Hold Point prior to moving on to the next activity. HOLD POINT INSPECTION TABLE Activity Description / Hold � Point # 1 Envi�onmental condition control and ventilation. Prior to commencing surface preparation via abrasive blasting, the Contractor shall measure, record, and confirm acceptability of ambient air temperature and humidity as well as other conditions such as proper protective measures for surfaces not to be coated and safety requirements for personncl. Additionally, the Contractor shall demonstrate the functionality and suitability of all equipment on the site to be used for control of the environmental conditions, ventilation, abrasive blasting, and coating application, and any other equipment as requested by the OCI, including but not limited to the dehumidifier, air dryer, generator, abrasive blasting equipment, compressors, paint pots, and manlifts. It shall be demonstrated to the OCI that all equipment is functioning and correctly sized for the application. 2 Surface Preparation: Upon completion of the surface preparation and prior to application of the prime coat, the OCI shall measure and inspect for proper degree of cleanliness and surface profile as specified in this Section. This shall also include removal of all weld slag. The OCI may also direct application of surface filler prior to application of the prime coat. 3,4,5,6 Inspection of Prime. Stripe. Intermediate. and Final Coat AQplication. Upon completion of the each coat of prime, stripe, intermediate, and final coat (4 hold points), the OCI shall inspect, measure, and record the dry or wet film thickness and general film yuality (visual inspection) for lack of ►•uns, sags, pinholes, holidays, etc. The Contractor shall not apply the next coat until all deticiencies have been corrected, the current coat has been approved, and is adequately cured for recoat. The Owner may request the OCI to be present as the application proceeds to inspect the application method and confirm environmental conditions. 7 Post-cure testin� The OCI shall measure and inspect the overall dry film thickness, as well as holiday detection, or cure testing as required per the specific requirements in this Section and/or per the CSM's recommendations. The Contractor shall correct all deficiencies identified by the OC[ and allow for re-inspection of corrective action performed to repair any defects. The Contractor shall not proceed with cleaning and disinfection until all deficiencies have been corrected and the final coating application has been accepted by the OCI. If a door panel has been removed and replaced, the restored coating shall also be inspected at this time. 1.8 WARRANTY INSPECT[ON A one-year warranty inspection will be conducted during the 12�h month after the coating work has been completed. The Contractor and a representative of the coating material RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM FEBRUARY 2015 09960-8 1 ' ' ' , � ' ' ' ' ' � ' � ' ' ' , 1 manufacturer shall attend this inspection. All defective work shall be repaired in accordance with these specifications and to the satisfaction of Owner. Owner may, by written notice to Contractor, reschedule the warranty inspection to another date within the one year warranty period. PART 2--PRODUCTS 2.1 APPROVED COATING MANUFACTURERS AND PRODUCTS Acceptable coating manufacturers include Tnemec, Sherwin Williams, and International Paint. No other manufacturers will be considered. The following tables list acceptable products and coating thicknesses. TNEMEC NORTHWEST Coating Color Coating Dry Film Thickness (DFT) Minimum Maximum Primer Green 2.5 3.5 Hydro-Zinc Series 91 H20 Stripe White 4 8 Pota-Pox Series N 140 Intermediate White 4 8 Pota-Pox Series N140 Finish Beige 4 8 Pota-Pox Series N140 Total (excluding stripe) --- 10.5 19.5 Surface filler: Tnemec Series 215 Surfacing Epoxy SHERWIN WILLIAMS Coating Color Coating Dry Film Thickness (DFT) Minimum Maximum Primer Grey 3 4 Corothane 1 Galvapac Stripe White 5 8 Macropoxy 646PW Intermediate W hite 5 8 Macropox 646PW Finish Buff 5 8 Macro ox 646PW Total (excluding stripe) --- 13 20 Surface filler: Sherwin Williams Steel-Seam VSE RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM FEBRUARY 2015 09960-9 INTERNATIONAL PAINT Coating Color Coating Dry Film Thickness (DFT) Minimum Maximum Primer Light Green • 2.5 3.5 Cathacoat 316 Stripe White 4 6 Bar-Rust 233H Intermediate White 4 6 Bar-Rust 233H Finish Buff 4 6 Bar-Rust 233H Total (excluding stripe) --- 10.5 15.5 Surface filler: Devmat 142HB PART 3--EXECU'I'ION 3.1 GENERAL 1. The coating system shall consist of a prime coat, intermediate coat, stripe coat, and top coat with thicicnesses as described in Paragraph 2.1. 2. Where purlins, beams, rafters, and columns attach to the reservoir interior, use a combination of brush and sprayer to coat within small gaps to the greatest extent possible. 3. Coat surfaces within eight (8) hours of blast cleaning and within the time recommended by the coating manufacturers literature. This requirement can be waived if dehumidification is continuously operated and all environmental conditions are met. Do not coat over visible rust bloom or contaminated surfaces. If, for any reason, rust bloom appears on the interior surface to be coated, restore that surface to a white metal blast (SSPC-SP 10). Ensure that the surfaces are clean, dry, and free oFcontamination prior to all coating applications. Protect all coated surfaces from damage during the curing process. 4. Fill in noticeable voids and gaps on the metal floor of the reservoir using the epoxy surface filler and where directed by the OCI. The filler shall be applied before the prime coat. Allow 1-day in the bid for a 3-person crew to grind off weld slag and apply surface filler where directed by the Owner. Additional RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM FEBRUARY 2015 09960-10 � ' ' , ' ' 1 ' work beyond one-day will be paid vaa force account. 5. While coating, inspect the condition of all hardware and notify the City of any deficiencies or possible failures. 6. The Contractor is permitted to cut a door-sheet and construct ra►nps in and out of the reservoir. An approximately 18" high concrete ring has been poured against the interior of the reservoir wall which the Contractor should consider when cutting the door-sheet. The door-sheet shall be welded and coated at the seams as part of restoration. The cutting/welding Contractor shall have minimum 5-years of experience in cutting and welding steel plates. The exterior coating material shall Ue consistent with the interior coating and match the color of the existing exterior coating. 7. Elastomeric grout placement at concrete ring and floor interface: After the floor has been coated and cured, place SikaFlex lA along the interface between the concrete ring and the Floor of the reservoir to seal the joint (approximately 130 feet of joint length). 8. After the final coating has sufficiently cured for immersion, disinfection and ' cleaning have been approved by the OCI, bolt and tighten hatches. The Contractor shall supply new bolts and gaskets for sealing the hatches. The City will pay for new hardware and gaskets using force account. ' 3.2 CON'I'ROLLING ATMOSPHERIC CONDITIONS a 1 ' ' ' ' � The Contractor must control tlle ambient environment during surface preparation and coating such that "flash rust" does not occur at any time during the wo► Ambient environmental conditions and equipment associated with controlling the enclosed environment shall be constantly monitored and maintained to ensure the surface preparation is held to the required degree of cleanliness prior to coating material application. The Contractor shall have an electronic data monitor that measures air and surface temperature, dew point, and relative humidity mounted at all times within the reservoir. The monitoring data must be made available to the Owner or OCI at any time upon request. Coatings systems shall not be applied during rainy, misty weather, or to surfaces upon which there is frost or moisture condensation. During damp weather, when the temperature of the surface to be coated is within 10 degrees F of the dew point, forced dehumidification equipment may be used to inaintain a temperature of minimum 40 degrees F and 10 degrees F above the dew point for the surfaces to be coated, the coated surface, and the atmosphere in contact with the surface. During abrasive blasting and prior to application of the prime coat, the maximum relative humidity shall not exceed 50%. After application of the farst RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT , FEBRUARY 2015 STEEL RESERVOIR COATING SYSTEM 09960-11 ' coat , the maximum relative humidity shall not exceed 80%. Waiver of these values by the OCI must be in writing. Where conditions causing condensation are severe, dehumidification equipment, fans, and/or heaters shall be used inside enclosed areas to maintain the required atmospheric and surface temperature requirements for proper coating application and cure. 3.3 PREPARATIOIV The steel surfaces scheduled for coating shall be prepared to the SSPC-SP 10 standard ("near white metal blast cleaning"). Oil and grease shall be removed before mechanical cleaning is started. The abrasive used shall be washed, graded and free from contaminants that might interfere with the adhesion of the coatings. The air used for blast cleaning shall be sufficiently free of oil and moisture so as not to cause detrimental conta�nination of the surfaces to be coated. Weld splatter that is identified during the course of the work by the Contractor or OCI shall be grinded down and removed and may be considered a deficiency if not removed to the satisfaction of the OCI. A. REMOVAL AND DISPOSAL OF LEAD-CONTAINING PAINT It is unknown if the tank coating contains lead. The assessment only revealed coal tar epoxy. The Contractor shall perform a lead-check using a swab to confirm whether lead is present in the coating. If lead is present and requires special handling and/or disposal, this will be paid as force account. B. ABRASIVE BLAST CLEANING 1. Preparation of inetallic surfaces shall be based upon comparison with SSPC- VIS1-89 (ASTM D2200). 2. Used or spent blast abrasive shall not be reused on this project. 3. The compressed air used for blast cleaning shall be filtered and shall contain no condensed water and no oil. Moisture traps shall be cleaned at least once every four hours or ►nore frequently as required to prevent moisture from entering the supply air to the abrasive blasting equipment. 4. Oil separators shall be installed just downstream of compressor discharge valves and at the discharge of the blast pot discharges. These shall be checked on the same freyuency as the moisture traps as defined in item 2 above. 5. Regulators, gauges, filters, and separators shall be in use on co�npressor air lines to blasting nozzles times during this work. 6. An air dryer or desiccant filter drying unit shall be installed which dries the compressed air prior to blast pot connections. This dryer shall be used and RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM FEBRUARY 2015 09960-12 � ' maintained for the duration of surface preparation work. ' 7. The abrasive blast nozzles used shall be of the venturi or other high velocity type supplied with a minimum of 100 psig air pressure and sufficient volume to obtain the blast cleaning production rates and cleanliness/specified. ' 8. The Contractor shall provide ventilation for airborne particulate evacuation (meeting pertinent safety standards) to optimize visibility for both blast cleaning and inspection of the substrate during surface preparation work. ' 9. If, between final surface preparation work and coating system application, contamination of prepared and cleaned metallic substrates occurs, or if the prepared substrates' appearance darkens or changes color, recleaning by water ' blasting, reblasting and abrasive blast cleaning shall be required until the specified degree of cleanliness is reclaimed. 10. In manv locations. a gan of up to 2.0-inches exists between the roof plates and ' roof su�port beams. The gapned areas shall also be abrasively blasted to the best of the Contractors abilitv. which includes the use of angled nozzles in order to access hard to reach sites. 1 ' C � a ' ' � ' ' ' 11. The Contractor is responsible for dust control and for protection of inechanical, electrical, and other equipment adjacent to and surrounding the work area. 12. Particular care shall be given to the cleaning of all crevices, corners, and edges of all structural shapes, piping conduits, ladder, and all other appurtenances. All paint, mill scale, rust, corrosion products, and any other deleterious foreign attachments on the steel shall be completely removed from the surface of the metal. 13. The Contractor is responsible for removing all encountered mill scale. Removal techniques may include: abrasive blasting, hand scraping, and rotary grinders. Once removed, the surface under the mill scale must be prepared in accordance with the anchor profile and surface cleanliness reyuirements of this specification. 3.4 APPLICATION A. WORKMANSHIP: 1. Coated surfaces shall be free from runs, drips, ridges, waves, laps, and brush marks. Coats shall be applied to produce an even film of uniform thickness completely coating corners and crevices. 2. The Contractor's equipment shall be designed for application of the materials specified. Compressors shall have suitable traps and filters to remove water and oils from the air. A paper blotter test shall be performed by the Contractor when requested by the Owner to determine if the air is sufficiently free of oil and moisture so as not to produce deteriorating effects on the coating system. Spray equipment shall be equipped with RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT ' FEBRUARY 2015 STEEL RESERVOIR COATING SYSTEM 09960-13 ' mechanical agitators, pressure gages, and pressure regulators, and spray nozzles of the proper sizes. 3. Each coat shall be applied evenly and sharply cut to line. Care shall be exercised to avoid overspraying or spattering paint on surfaces not to be coated. 4. Coating applications method shall be conventional or airless spray, brush or roller, or trowel as recommended by CSM. Coatings shall not be applied to a surface until it has been prepared as specified. Coats for blast-cleaned ferrous surfaces and subsequent coats for nonblast-cleaned ferrous surfaces may be either brush or spray applied. 5. Allow each coat to cure or dry thoroughly, according to CSM's printed instructions, prior to recoating. Items that have been coated shall not be handled, worked on, or otherwise disturbed, until the coating is completely dry and hard. 6. Where two or more coats are required, alternate coats shall contain sufficient compatible color additive to act as indicator of coverage, or the alternate coats shall be of contrasting colors. Color additives shall not contain lead, or lead compounds, which may be destroyed or affected by hydrogen sulfide or other corrosive gas, and/or chromium. 7. When coating complex steel shapes, apply a stripe coat after the prime coat for welds, edges of structural steel shapes, bolts, joints, metal cut-outs, pits in steel surfaces, or rough surfaces with the primer coat. This involves applying a separate coat using brushes or rollers to ensure proper coverage. Stripe coat via spray application is not permitted. 8. Dewpoint shall be determined by use of sling psychrometer in conjunction with the U.S. Department of Commerce, Weather Bureau Psychrometric Tables. Other methods of dewpoint determination must be pre-approved by the Engineer. 9. Painters shall routinely measure the wet film thickness of the coating during application using a comb type WFT gauge. This is to ensure that proper dry film thickness requirements are met. Repair areas of measurement after readings are taken. 10. Contractor shall NOT apply coatings under the following conditions: Temperature exceeding the manufacturer's recommended maximum and minimum allowable. Dust or smoke laden atmosphere. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM FEBRUARY 2015 09960-14 , ' � ' , , � ' � ' ' ' ' ' ' ' � : C. • Damp or humid weather. • When the air temperature is expected to drop below 40° F or less than 5° F above the dewpoint. • Relative Humidity greater than 50% during abrasive blasting and prior to application of fii•st coat. • Relative Humidity greater than 80% after prime coat has been applied. • When wind conditions are not calm. COATING PROPERTIES, MIXING AND THINNING: Coatings, when applied, shall provide a satisfactory film and smooth even surface. Coating materials shall be thoroughly stirred, strained, and kept at a uniform consistency during application. Coatings consisting of two or more components shall be mixed in accordance with the CSM's instructions. Where necessary to suit the conditions of the surface, temperature, weather and method of application, the coating may be thinned as reco►nmended by the CSM immediately prior to use. The volatile organic content (VOC) of the coating as applied shall comply with prevailing air pollution control regulations. Unless otherwise specified, coatings shall not be reduced more than necessary to obtain the proper application characteristics. Thinner shall be as recommended by the CSM. Glossy undercoats shall be liglitly sanded to provide a surface suitable for the proper application and adhesion of subsequent coats. FILM THICKNESS AND CONTINUITY: 1. The WFT of each coat shall be verified by the Contractor. The DFT of each coat shall be verified by the Contractor and OCI. 2. The co►npleted coating system shall produce a minimum dry film thickness in accordance with these speci�cations. Verification of proper DFT will be per SSPC-PA 2. In areas where required thickness is not obtained, sufficient coats shall be applied to produce the required coating thickness. In areas where excess thickness is noted, removed excess thickness to the required surface preparation and reapply. 3. [n testing for continuity of coating about welds, projections (such as bolts and nuts), and crevices, the Contractor shall determine the minimum conductivity for smooth areas of like coating where the dry-mil thickness has been accepted. This conductivity shall be the minimum required for these rough or irregular areas. Pinholes and holidays shall be recoated to the required coverage. RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT ' FEBRUARY 2015 STEEL RESERVOIR COATING SYSTEM 09960-15 1 4. The ability to obtain specified film thickness is generally compromised when brush or roller application methods are used and, therefore, more coats may need to be applied to achieve the specified dry film thickness. 5. For concrete substrates, the Contractor shall apply a complete skim coat of the specified filler/surfacer material over the entire substrate prior to application of the coating system. This material shall be applied such that all open air voids and bugholes in the concrete substrate are completely filled prior to coating application. � 6. The completed coating on the interior metal surfaces of reservoir shall be inspected by the Contractor in the presence of the OCI and/or Owner for pinholes and holidays with a Tinker and Rasor Model M1 non-destructive type holiday detector, K-D Bird Dog, or equal. The unit shall operate at less than 75 volts. A non-sudsing type wetting agent such as Kodak Photo-Flo or equal shall be added to the water prior to wetting the detector sponge. Areas found to contain pinholes or holidays shall be repaired and recoated in accordance with manufacturer's recommendations and these specifications. END OF SECTION RESERVOIR 10 NORTH INTERIOR COATtNG REPIACEMENT STEEL RESERVOIR COATING SYSTEM FEBRUARY 2015 09960-16 1 � 1 � � � � ' , � 1 ' 1 � � ' ' ' � CITY OF BREMERTON RESERVOIR COATING - HOLD POINT INSPECTION FORM INSTRUCTIONS: THIS FORM MUST BE COMPLETED AND EXECUTED AT EACH HOLD POINT INSPECTION. THE CONTRACTOR MUST PASS THE CURRENT HOLD POINT INSPECTION IN ORDER TO CONTINUE ONTO THE NEXT PHASE OF THE WORK. THE FORM WILL BE ADMINISTERED BY THE CITY'S NACE LEVEL 3 INSPECTOR (OR STAFF INSPECTOR) AND MUST BE SUBMITTED TO THE CITY. DATE OF INSPECTION: � RESERVOIR #: INTERIOR / EXTERIOR HOLD POINT #: DESCRIPTION OF CURRENT HOLD POINT INSPECTION: NAME OF NACE LEVEL 3 INSPECTOR: NAME OF CITY INSPECTOR: NAME OF CONTRACTOR: NAME OF CONTRACTOR REPRESENTATIVE: IS THIS A RE-INSPECTION OF A HOLD POINT? Y/ N (CIRCLE ONE) RESULTS OF INSPECTION: PASS / FAIL (CIRCLE ONE) INDICATE THE REASON FOR FAILURE, OR ADD ADDITIONAL NOTES HERE: SIGNATURE (NACE LEVEL 3 INSPECTOR) SIGNATURE (CITY INSPECTOR, IF PRESENT DURING INSPECTION) SIGNATURE (CONTRACTOR REPRESENTATIVE PRESENT DURING THE INSPECTION) SECT[ON 09980 RESERVOIR CLEANING AND DISINFECTION PAdtT 1- GENERAL 1.1 SCOPE A. After the top coat has cured and prior to filling the reservoir, the Contractor shall clean and disinfect the reservoir interior in accordance with AWWA C652. B. The Owner shall be responsiblc for tilling the tank, performing bacteriological and VOC testing, and placing the reservoir back on-line. C. Water lor cleaning, disinfection, and tilling will be supplicd by the Owner unless noted otherwise. 1.2 RELATED SECTIONS A. Section 09960 - Steel Reservoir Coating Systems B. Appendix C- AWWA C652 - Disinfection of Water-Storage Facilities C. NSF/ANSI Standards 60 and 61 1.3 SUBMITTALS A. Submit a disinfection plan which includes the following information: - Name and contact information of responsible person for reservoir disinfection. - The type and amount of disinfecting agent to be used with a specific volume of wa- ter, the tools and methods of application, the intended amount of residual chlorine. - Proposed method and agent for dechlorinating disinfectant rinse water from the reservoir. � ' � 1 PART 2 - PRODUCTS A. Disinfecting agent: Sodium hypochlorite or calcium hypochlorite per AWWA C652. B. Pumps, pressure washer, sprayer, hose, nozzles, extensions, brushes and other equipment lor spraying and washing the interiors of the tank. C. Uechlorination agent RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 RESERVOIR CLEANING AND DISINFECTION 09980 - 1 D. Materials and equipment used in the work shall be NS� Standard 60. PART 3 - EXECUTION 3.1 CLEANING AND DIS[NFECT[ON I:� K�a : � All cleaning and disinfection shall be done in accordance with the ►nost current edition of A1NWA C652, which is included in Appendix C. The disinfection method shall be Method 2 per AWWA C652. Do not begin final cleaning and disinfection until the finish coat has cured for minimum fourteen (14) calendar days, or earlier if accepted by the OCI. D. Cleaning: Sweep and clean the reservoir interior to remove all dust, dirt and any other materials that may have accumulated in the reservoir. Ensure that dust and dirt is cleaned from all exposed interior surfaces, including the interior lid, purlins, ladder, columns, beam, floors, center vent and overflow structure. Use a high-pressure water source for accumulated material. Special attention shall be paid to areas that are difficult to access, such as laps, crevices, corners, tops of purlins or the center vent, where dust and solid material can accumulate without notice. All cleaning shall be in accordance with AW1NA C652-02 Section 2 or latest version. All cleaning is subject to inspection and approval of the City. The City may request additional cleaning until the condition is considered satisfactory. E. Disinfection: The reservoir shall be thoroughly disinfected using Method 2 per AWWA Standard C652. The Contractor is responsible for informing the City of progress during all steps of the disinfection process. All disinfection work is subject to inspection and approval of the City. F. The Contractor shall be responsible for disposal of disinfection solution so not to contaminate surrounding lands or water and to the satisfaction of the State and local authorities. Do not discharge any chlorinated rinse water from the tank prior to coordinating and confirming dechlorination method with the Owner. SECURING THE RESERVOIR PRIOR TO F[LLING A. Removal all tape and all temporary covers from fill, drain, and sensing lines prior to securing the hatches. Replace and secure any screens or standpipes. B. Hardware: Supply and install new gaskets and hardware if directed by the Owner. Payment for supply of these items shall be via force account and shall be actual invoice cost plus force account markup for material. C. After the reservoir has been thoroughly cleaned and disinfected, notify the City in order to perform a final visual inspection. After acceptance of the cleaning and disinfection, the Contractor shall tighten the side hatches. All bolts shall be coated RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT RESERVOIR CLEANING AND DISINFECTION FEBRUARY 2015 09980 - 2 ' � ' , ' ' 3.3 ' ' � ' � 1 _J ' ' � ' ' with anti-seize cornpound. Provide touch up paint for recoat where the hatch bolt holes have been darnaged. D. After the hatches have been tightened, the City will fill the reservoir. The City is solely responsible for controlling valves on site in order to drain or fill the reservoir. No leakage is permitted from the hatches and the City will direct additional tightening if leakage is observed. E. The Contractor is responsible for both unbolting and tightening the hatches. When unbolting the hatches at the beginning of the project, coordinate with the Owner to ensure the tank has been drained. TESTING A. Coliform Bactea The City will perform bacteriological tests after the reservoir has been filled but prior to placing the reservoir into service. If the results are not satisfactory, the City will perform additional tests until passing results are obtained. Costs and work associated with the first test shall be paid for by the City. Costs for additional testing and work to obtain passing results shall be borne by the Contractor. B. Volatile Organic Compounds fVOCsI: After the tank has been filled for 7 days, the City will test for volatile organic compounds (VOCs). The City may also test for phthalates if there is concern that the product may not be phthalate-compliant. If any VOCs are found above State or EPA maximum contaminant levels or applicable health advisory levels, the tank will be drained to waste and the Contractor will be responsible to take appropriate actions, subject to approval of the City, to assure that the interior tank coating is entirely cured and will not leach VOC's. Costs for additional testing and work to obtain passing results shall be borne by the Contractor. END OF SECT[ON ' RESERVOIR 10 NORTH INTERIOR COATING REPLACEMENT FEBRUARY 2015 RESERVOIR CLEANING AND DISINFECTION 09980 - 3 ' ' ' 1 ' l_ J 1 1 1 APPENDIX A 1 CONSTRTTCTION FORMS 1 � 1 1 1 1 1 1 1 1 � � , ' ' ' � ' 1 ' � � � ' 1 � ' ' ' ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS <Project Title> <City Project Number> -<City Construction Contract Numbcr> <CONTRACTOR>, hcreby indicatcs agreement with, and acceptance of, the final Contract Payment of <$000,000>, the total Contract Price of <$000,000,000>, including Washington State sales and/or use taxes, and the tinal Contract Time of <NNN Days>, as full and fiinal compensation fior all Work perforn�ed in connection with Contract Number <City Construction Contract Number>, and does hereby release the City of Bremerton from all claims, liability, demands, damages and actions ol' any kind whatsoever, arising firom perfonnance of that Contract. <CONTRACTOIt> By: Title: Certificatc of Notarv Subscribed and sworn to before me this Date: day o(' , � � � � � � � � 0 � � � � � � � � � � Rev 01 Printed . 2/21/2012 Page 1 of 1 City of Bremerton Engineering Division Daily Force Account Report Contractor: CITI( OF BREMERTON REQUEST FOR INFORMATION Log No. Project Title: Contractor: Project No.: Contract Date: Unique, Chronological) (For Contractor's Use) Date: Subject: I Information Description: Contractor's Authorized Signature: I Date: I Information Description: (For Owner's Use) Subject: Owner's Authorized Signature: � � � s■ � � � ■� o ■■� s � �■ � � � � � � CITY OF BREMERTON Project: Contractor: Project No. SHOP DRAWING SUBMITTAL Submittal No.: Date. Resubmittal (Y/N). Previous Submittal No -- To Be Completed by the Contractor To Be Completed by the City Specification No Make Amend Item P/C Para / Dwg Copies Exceptions Corrections and Rejected No (*) Reference Description of Item Sub'm Taken Noted Resubmit Resubmit � � � - � a„�a� .,,.,,��«a�, ., - �� «a� Contractor, initial by either (a) or (b), to certify the following• (a) We have verified that the material or eqwpment contained in this submittal meets all requirements specified or shown (no exceptions) (b) We have verified that the material or eqwpment contained in this submittal meets all requirements specified or shown, except for the following deviations (list deviations). - - Contractors Authorized Representative Review Remarks: Corrections or comments made relative to submittals during this review do not relieve the contractor from Very truly you�s, compliance with the reqwrements of the drawings and specifications This check is only for review of City of B�emerton general conformance with the design concept of the project and general compliance with the information Dept of PubliC Works and Utilities given in the contract documents The contractor is responsible for confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. P�oject Engineer � 1 CITY OF BREMERTON WORK CHANGE DIRECTIVE (WCD) ' WCD #: Date: Project Name Project #: Contractor: Notice to Proceed Date: I YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): 1 ' � � ' ' ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: � ❑ Unit Price ❑ Lump Sum ' ❑ Time & Materials ❑ Other: ' Estimated increase (decrease) in Contract Price: ' � If the change involves an increase, the estimated amount is not to be exceeded without further ' authorization. RECOMMENDED: 1 � By: , 1 PAGE 1 0F 1 CONTRACTOR Method of determining change in Contract Times: ❑ Contractor's Records ❑ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: By: CITY OF BREMERTON ' L , ' ' 1 1 i 1 APPENDIX B i RESERVOIR CONDITION 0 ASSESSMENT REPORT (2014) 1 1 A color version of this report as a PDF and additional photos are ' available for download at the City of Bremerton project website at: ' htt ://www.ci.brernerton.wa.us/936/Reservoir-lO-North P ' ' ' ' ' 1 ' ' 1 1 ' ' , ' u January 27, 2015 Mr. William Davis, I'.E. City ofi Eiremerton 3027 Olympus Drive Bremerlon, WA 98310 ��_�_..._ ` ; �� <� � ; orthwest Corrosion Engineering " 9 �___..._.._____ � ��'��,� 10995 Warfiield Road, Sedro-Woolley, WA 98284 Phone: (360) 826-4570 Fax: (360) 826-6321 SUB.IECT: City of Bremerton Rcscrvoir 10 North Interior Coating Assessment Mr. Davis, Northwest Corrosion Engineering completed an internal coatings evaluation for the City of Bremerton's Reservoir 10 North. Spcci(ic tasks conducted during this investigation included: 1. Evaluation of the general condition of the reservoirs interior coating 2. Coating thickness measurements at representative locations 3 n Measuring the depth of any accessible noted pitting Preparation of a report summarizing thc results ol'our (ield inspection As the reservoir was lilled during this evaluation, it was not possible to conduct an inspeclion of the submerged sidewal I surfiaces or tloor. TEST RESULTS AND ANALYSIS Interior [�isual Inspection The interior roof and visible sidewall surfaces were inspected using a raf't inserted into the ' reservoir. The watcr Icvcl was approximately 6-feet below the surface of the roofi: The roof has a slight slope towards the center and is supported using a series of I-bcams and angle iron members that follow the contour of the roofi. There are approximalely 36 I-beam supports ' lransitioning from the sidewall to the center ol'thc reservoir. Thc beams are bolted to steel tabs welded to thc reservoir sidewall; the 1-bea►ns are not welded to the roof plates. Angle iron members are connected to the beams and are positioned throughout the reservoir roof. A ' painter's rail transitions around the perimeter of the reservoir and is welded to thc sidewalls. A single center column and `crows nest' assembly are used as a means to support the roof: ' ' ' � A steel pipe inlet and half-circic overflow are welded to thc sides of thc rescrvoir. Thcre is an interior ladder that extends to the bottom of the reservoir with a galvanized steel safety-climb rail connected to it. There is no visible means of' corrosion control in the form of cathodic protection. Pa�e I of G , � January 2015 City of Bremerton — Reservoir l ON Interior Coating Assessment ' \ °� 1 `�' "� �. ,`\ .��"' �� ' .. D � \�, � , �` �� \\,�� - �-,.�.,{`1 . _ : \� � _- .. ti _ ',�, '� � � - . _ _� . \ ` � , • ,. \ �; . . �� ,�� . ;! - -- -�'--_.�.`' ._ . _ �;' -�. � =. ,; . �%"� \i-::.; ,...__., _ -�� - - Roof lap sheets ---"' /,/ ' -- -- -- ..�-. �-- , / . .�---- y _ _. ,� `I , / _ ��.._: '�-..._._.-_ - t-beam ,,'� - - Angle iron � ` ` ,_ . �----�--�----�..�.—�-�----- - � - �.� _, - � � -_�'� , � r_ ��.,.� . c- r _ � • \-. ( �� C �i � � . . ` , .,� �, '1 II � , , ; ', !�1 � �� Painters rail ., , . �j �__._.__W__ ---- --- --- ._. ---.. _ __ .. s.�- Reservoir Interior Interior Inspection The interior coating appears to consist of one or two layers of coal tar epoxy. Dry tilm thickness measurements recorded on the sidewalls ranged from 9— 18 mils while coating thickness measurements on the beams were slightly highcr at 18 — 25 mils. The coating material can be easily scraped off using a razor knife. An estimatcd 15 - 20% ofi the visible interior coating is missing, exposing the underlying steel to the atmosphere. The roof surfaces are experiencing tuberculation, particularly at the non- seal welded lap joints. Typical tuberculation is the si�e of a quarter and exists on approximately I% of the surface roof with a larger accumulation on the I-beams. The coating on the center stanc�pipe is in generally good condition with no visible tuberculation. The painter's rail is experiencing coating losses on the upper and lower edges of the steel, but there was no visible metal deterioration. Thc fiasteners used to support the beams appear to be in good condition with surface corrosion product accumulation. Pa�e 2 of 6 l._ l ' , ' ' �� ' .lanuary 2015 C.:ity of Bremerton - Reservoir I ON Interior Coaling Assessment Interior Corrosion Assessment � The visible weld beads on the sidewall sheets are in good condition, there was no noted inslances of signi(icant deterioration. In addition, there was no observed pitting greater than , 1/16-inches deep on any of'the exposed surfaced. General surtace corrosion was noted at all coating defect locations. These areas include;.the edges of� beams and angle iron, along the edgcs of the painter's rail, on the wcb and flange ' surfiaccs of the beams near the center of the reservoir, and at the roof overlap joints. [3ecause the rool' plates are not seal welded, crevices are created whereby the non-oxygenated locations within the crevice become anodic to the oxygen-saturated areas adjacent to the crevice. This � results in corrosion within the crevice and subsequent build-up of iron oxide. Many of t}iese overlap areas are greater than 0.5-inches which will make it difficult when conducting surface preparation operations. � ' ' � ' ' ' ' Gaps between roof platcs and corrosion product build-up Page 3 of 6 Sidewall and beams Sidcwall and beams January 2015 City of Brcmerton — Reservoir I ON Interior Coating Asscssment The surfaces of lhe 1-beam supports near the center of the reservoir are displaying significantly more coating loss than at other sites. Near complete coating loss on the beams was observed starting from the center of the reservoir and extcnding out a distance of' 10 — 15 feet. This has resultcd in general surface corrosion at these locations; however there did not appcar to be any significant loss of inetal as is normally observcd in the form of sharp beam edges and pilting damage. There are also large gaps between the top of the supporting equipment (beams and angle iron) and the roof plates. Gaps up to 1.5-inches were noted in many locations with larger gaps likely in unobserved sites. This condition will mak-c surfiace preparation diiticult in areas where the gaps between the beams and roof' plates narrows. During our investigation, there was no observed mill scalc accumulation on any of the exposed surfiaces. However, it is likcly that mill scalc is present in areas that could not be inspected. As part o(' any surface preparation prior to the application of a new coating, all mill scale must be removed. Condition of beams near center of reservoir, signifiicant coating loss and general surface corrosion Pa�e 4 of 6 1 ' > , ' ' ' 1 1 1 a � ' ' 1 1 ' ' ' January 2015 C:ity of Firemerton -- Reservoir I ON Interior Coating Asscssmcnt Typical condition of reservoir roof and beams Overtlow and inlet, minor coating loss and rust staining on edges Page 5 of 6 . . � _'.�;; . 't :' . � , i: ' January �Ol 5 C ONCLUSIONS City of Bremerton — Rescrvoir I ON Interior Coating Assessment ' The following conclusions are based upon a visual inspection of the rescrvoir. I. The coating on the interior of the 10 North reservoir appears to consist of one or two coats of coal tar epoxy ranging in thickness from 9— 25 mils. 2. Approximately I 5— 20% of the visible surfaces havc cxperienced coating loss. 3. At locations of coating loss, general surfacc corrosion and rust staining is present. 4. There was no noted deep pitting on thc exposed metal. The welds appeared to be in good condition. 5. Larger than normal gaps exist. between the roof beams and roof plates. As part of any abrasive blasting operations, angle noz�les are reco►nmcndcd to be used in order to remove as ►nuch corrosion product as possible. 6. The condition of the coating below the water surfacc Icvcl is unknown. RECOMMENDATIONS 1. The existing coal tar coating is ncaring thc cnd ol' its usel'ul life. Acccicraled coating loss with associated surface corrosion and rust staining can be expected. An additional 3— 5 ycars of�uscful life can be expected from the existing coating system. 2. When the reservoir is drawn down for coating replacement or for routine maintenance, an inspection of the filoor and wall surfiaces should be made. 3. A new coating system should include surface preparation to whitc metal blasl standards and the application of a three-coat system consisting of a zinc rich primer followed by an inter►nediate and topcoat of epoxy. Alternatively, if the use a cathodic protection system is desired, the submerged surfiaces could be coated with two layers ofi epoxy without the application of a �inc primer. All non-submerged surfaces are still recommended to incorporate a zinc primer and two coats of epoxy. We appreciate the opportunity to assist you with this project. Ifi you have any queslions or would like any additional information, please do not hesitate to contact our otfice. Sincercly, Northwest Corrosion Engineering �'�..�:;i..�. 1�.��,.�- _ f - '. �_� � �� Jeremy Hailey, P.E. NACE Corrosion Specialist #5401 NACE Level 3 Coating Inspcctor # 5672 Page 6 of 6 � ' 1 ' ' i 1 APPENDIX C 1 AWWA C652 - DISINFECTION OF � WATER STORAGE FACILITIES 1 1 1 1 1 1 1 1 1 1 1 ' �J 1 ' ' � 1 1 1 � ' ' ' �� ' / � Arnerican Water VVorks /�ssociatson AiVSI/AWWA Cfi52-11 iRevision of ANSI/AVVWA C652-02) Tl�e Aiifhoritetive Resource on Sa+� 4Yaterr .� 1 � s tt�'Yl l�y°� 1S1Y1 eCt1Q O . ' � ,' � � • Facil�ties ,\\. sTn��a Amalifan Assoc�la�n Si�rce 1881 � �y1Wn f 4 �"v l Effective date: Oct. 1. 2011. First edit+on approved t�y AWWA Board ol Directors June .15, 1J80. This edition appraved June 12, 2011. A�provecl by American National Standards Institute Jufy 12, 2011. ' 6666 West Qumcy Avenue Denver, CO 80235-309� T 800.926.7337 �vww.awwa.or� ' Advocacy Communications Cor�ferences Education and Trainirig Science c�nd recr��,orogy Section> Copyiigtit � 2Q1'I American Water Works /lssociation. All Rights Reserved. ' � �' " ;� �� 1 . l.:.. TViis documer�t is ari Americ2n 4Yater Works Association (A4N4Vd1) stand�rd. It is not a spec�ficakion. A4VWA standards describe mir�imiam reyuirernents and cio not contain all of the engineering ancf administrative informatio�� ilorinally co�itained �n speclfi- cations. T1ie AWWA stantlards usuaily contain oplions that must be evaluated by the user oC the stantlard. Ltntit each optionai feature is sper,ified by the user tf1P. �COCIUCI O! S@I'VIC° is not fully defined. A1VWA publ�cation of a standard does not constitute endorsemenL of any produc� or produr,f. type, nor does AWWA tesl, certify. or approve any pracluet. Tlie use oF A1�1WA standards is enlirety voluntary. This standartl tloes not superseUe or take precetlence over or dispiace any applicable law, regulation, or codes of any governmental authority. A'NWA st.andards are iniendeU to represent a consensus oT the water supply induslry that the product described will provide satis#actary service. Wlien A4VWA revises or withctrawrs tl�is standard. an offlcial nutice af act+on will be placed in the officiaf notice section of Journal /�bVWA. Ttie action l,ecomes effec;tive on the first day of tfie montn tollowing the month oi lournal AWWA publication of the official not+ce. American Natto�tal Standard An American Nalional StandarJ impiies a consensus oC those substantiatly concerned wilh its scope and provisions. An American Nationa! Standard is intended as a guide to aid li�e manu(acturer the consumer arid u�e peneral public. �rtie existence a� an American Nalional Slandard dues not in any respect nreclia�e anyone, wheiher that person tias approved the si.andard or not. Irom manufacturing. markeling, purchasing. or using proclucts, �rocesses, or procediires not conform�rg ia th2 standa�cl. Ameri- can National 5landards are subjecl lo periodic review, ��nd users are c�utianed to obtai�i I.he la[est edilions. Producers oi goods made in conformily �vith an American National Standarcl are encouraged to state o�i kneir own responsibility in aciverlising ar:d promc�llonal materials or un lags or labels 4t�at lfie goods are produced in conCormif.y �ill� narticular F�meric��n National 5tand2rtis. CnutioN NottcE: 7he American National 5tandards Instiiule (AN51j approva! vate an tiie tront cover of this star�clartl indicates completion of ttie ANSI approval process. 7his American National Standard may be revised or withdr�wn af. any lime. AlV51 procedures require �hat action be takeii to reafflrm, revise. or withdraw ?his standard no later than five years from the date of pub{ication. Purci�asers of American Nafional Standards may receive currenl informat�on on alf stantlarcls by calling or wriking the Americ:ari Nal�on21 Standarcls Insiitule. 25 NJest 43rd Streel, taurth �loor. Ne�a- Y�rk, NY 14036: (?_1L) 642-490U. or e•rnailing inFoC�ansi.org. � '`° ._ T7iisAWV'JA content is ih� prodi�c�t of fliousands oP hours of cvorlc by your fc:(1c�w w�tc� p1•ofc.ssionriis Revenuc trom thc safes vf fhis /tWWll matcrial supports its ongotng developmenl. Unauthorized distribution, either electronic or pFotocopiect, is �[le_qaI and hinders AtN WA's ntissian to suppvrt the warer coriirni�nity. All rights ressrved. No part o! this p��blicalion may be reproduced or transmitted in any (orm or by arry means, elecLronic or mechanic2l. including photocopy. recording, or any information or retriava! syslem, except in the form oC briet excerpts or quotations Cor review purposes, v�ittioul Lhe writleii permissian of the publi:�her. Copyright tJ 2�11 by American Waler Works Associat�on Printed in USA C<.;pyright :� 201 I Ame��ican Water Works Assaciation. All Riglits Reserve��. � � � ' 1 ' i � �I7ze r�1.jUt��A S�andards Contn�irree on Disinfecti��n oFFac.ilities, �vhich. re� �ie�vec { and ��ppro�•ec� rhis s�andar.d, h.3d cl�c Eollo�c �Ci'SOltIIC� 3[ CI1C ttlll(' OE 3�7�COVal: I3crs�� ltcillcv, Chrarr �PJICI"llIIJ'1tF1'CSL I�1�'79't�7ii�� K.C. Cl�oquct�c, lo«�a I)cpar�niciu ot 1'c�blic .Hcalch, Dcs i1•loincs, 1oc�a 1..)_�. � Srandards C ;ottncil Liaisoi3 C.�i•e Gincinnati `�:/arc►•, Ciiaci�i.nati, C)Iiin ' C:.I3. Hatrar, C arollo E�,;inccrs, !'ltoc��ix, �1.riz. J.�1. He�zdersop�, Vi��csr. I_.i►in, C?rc. ' S. Vidika, 1)iton �:nginccrin� lnc., i�lcdi�ia, Ohio �.5. �Uailcs, i3iack Ha�vk, Cc:�lo. �I".VC�. ��/a(l:cc Ne�v R'orf� Sta�e l�epar�ment of Hr�l�h, Victor, N.1'. ' :L-1.1.. Wcnrinl:, Nebraska DHHS Ul'H, North 1'laccc, Ncb. K.L,. .Mcrccr;' Statidards En�inccr Lia�so�l, A�k�WA, [�eiivcr, C;c�lo. ' 1 1'rodrrrrr 1Llemlie�:s lt.). G OC11113I11CC, Mcasuresnent �lcehnolo�irs Inc., Rcdmond, Vi/ash. User 1'�lenrGc r� ' ' ' � � ' ' ' �I'.['. Clarlc, ?�tonroc Couii�ti• ��.�aCer Au�hoci�t', Rochcster, N.Y. L.A. Hcnsley�, Vcc�lia Watcr Indiana��olis LLC, lndia�lapolis, lnd. R.C. Lorcnz, VG�cstcrvillc ��accr 1'lant, �X/cstcrv �hio 'I:V'v':ll. �4acl.7c�nald, Cainl�rid�c \Y/acer Dcparr.�i�cnt Camb�•idgc, iVlass. 1'.�4. Marci�ai�d, 1'rovidc�ue tiVatcr Suppl� Iioard, 1'ro�Tidc�.ncc , R.i. B_ lZcillc�•, 1vlassachusct�s Vi�atcr Rcsourccs 1\uthorir}-, Sourhborougli, ��t;.�ss E.i�. Sch��arrz, Nc�v Jcrsey !\incrican Vi/a«r 1� N..E. _j.l.. Stapf, He.r« COUIIC� Utilicies, 13roc�ltsvillc, C�la. 13.L. VUhircck�crri�, C�rcater Cincinnaci `�!acer ��G�orks, Cincinna�i, Ohio * I.iaison, n<�n��oten�; � Copyri�ht O 201 �I Arnerican Water Works /lssociation AN Rights Reserved. (r1�k/ �X�11} (A��' 1��/A) {n�w ti�� (n�.�i/�.�i�) (J1ti�' ��t�A) (�1�X� V{%�) (Ati�� 1ti'11) (AtW ��Vi1 j (11�� K�tA) (t'1�tiJ �'V,�l) (nv��w�) (AW ��/A) (A�Y��Yitl; (A��'��Cit1) (N L��/ ��/r'�) (f1V(� Wf1) (AV(!��t/f1) (11�X� �Y�r1) (AW ��;/A) � � } fl/lfltk%4��1 sr�r,�d�rrd� fo/%u� tl �e �erlcrnl f 07'Ill(1l 117G�tCl7tPLI �rrGsc� (�'11C121I)�. SO/�1P U(Il"!lll1011S fi•onr t/>i� f flr•t�trtt �y�r�y Ge f�t1i'1�711 f! pl71'lIC1l�lf1'.i![lilCltlY� SEC. PAGE Fo�•� �vor•� 1 �LILCOCillCil0I1 .................................... �'ll l.A 13ac�:grou��d ..................................... vii 1.13 His�orti� ............................................ ti�ii 1.C; 11ccc�prancc ...................................... �-ii I1 p . � . ... S ccia 1 �st��s .................................. v�ii li.t� lntor��atioi� on �lpplicacioi� . ... ot ".Cllis Sra�z��:�.rd.......... ............. �°ii� 111 Use ot This Sr:��darci ......................... x l�l.A I'urcl�ascr C)�tioiis a�id!\l�criia�ivcs. �;:i 11I.13 1�lodikication iu Scandard ................ xii 1 V iylaj��r )Zcvisions ............................... xii V �.OI13[I1CIlt5 ...................................... Ylf S�C. PAG� 4.�f I7isin'rccrien 1'rocedtu•cs \X/hcn COl1dUCC111� U11C�Cf4S':iLCl' �YIti�CCil017 and/or Clcanin� oF 1.'o�ablc-�`i�a.CCr-SCOraye �� acil icics .., 8 5 Ver.ification �.1 Watcr Qualitti• Sa��li,�g and "C � st.i �� `' n ...................................... 1 � 6 �elivery ......................................... 13 Appc��r.lixes A E�hlai•inc Rcsidual 'lcsting ............... 15 13 Chlol�ir►e D osagcs ............................ 1% C llisposaloF.F�i�hlti `UxTtf � ........................................ � � SIYL 3t l.�l11'!� 1 General 1.1 Scopc ................................................ 1 1.2 i'ur}�osc ............................................. 1 �.3 n��i►��C;4n .............. .......................... � 2 Rcferences ........................................ 2 3 llefinitions .................................. ..... 3 4 Requiremetits 4.1 Materials and C�lcanin� ..................... 4 4.? 1� OI717S O� CI7�01'l[7C EOf I�IS111fCCC1011 ... `t 4.3 iti'lcdzads of Chlorinatio�� ................... � T�LI�s 13.1 !\it�oi�n�s of C;hcmical Requircd �o t�ivc Varic�us Clilorine C:oi�ccn�ratic�ns i�� 100,000 gal ��; $.� �n- oE VC�accr ................... 17 13.2 Amoun�s of Chcinical Requircd ro C�ivc a C ;hlorine Concenrra�ic�n of 200 mg/L in V�irious Voluir�cs oE Watcr ...................... 18 C:.1 An,ounrs of Chr �mical I�.cquircd �c� Neut��alizc Various itcsidual C �'ttOl'lilC CO11CC1lLC�t10115 lfl zoo,0t)U g31 (3,s.7 ,�, i) �r �,�Ua�er ....................................... 19 u Copyrigl;t �?-J 2Q1 I American Water Works AsSOCiation Ail Rights Resetieci. � � �'� ' ' 1 ' ' 1 ' � ' 1 ' 1 ' , ' 1 �> ' �'` i 1; T/'zs i� fos• i� f0/'711t7.17l1i1 O/lI) rrud is �rot ra �,rrt vf f11��SI /fx �k�`!.F":9 t::Y��?. �. �aitroduction. l.A. 13�1c•Izo�•ot[�1CI. �T�I�is s�auci:ird desiriUes metkioc{s of disinfe;�.tin� �:�ater scora�e C ;tilICS. ^ I�IE' i�1SiRECCC111} dist.ttsseci. i�t rl�is standard are chkiri��e solutions, .�nd sever�l cc��nhi��ations oFf�rec chlorinr� resid.ual at�td con�act tii�te (�;'1') are }�ro�•idcd. "I��e �1�lorine s��lurions t�, ny lie cierivee� frc�jn liquid cl�lc�ri�ie (( :IZ), calciuin hS�ptzcl�lorire (C:,a{C)Cl):�), o�� s�diun� li}'pacl�.loritc (NaOCI.'1. 1.13. Histor�,. rliis scanciar�. �vas firsr a�pro��ed oal Ju»e l.j, 1`)$U E�m�er tlie cicsign��ion A�ISI/A�� WA 1�105, S�andard for DisinEcc�ii>n c�f ��4�atcr Storage� Facilitics. 1��e 1980 ec{itio.n �v;is de��elopcd fro�xa lllf0!'ITl ori�;inally� containec ii� A'�X�'V�rA D102--64, niodified to include disinfection nf ��rcr-stoea�e Facilicies constructed of str.e.l or ather iixateri:��s. T��r. s[ anclard �i�:rs redesi�;»a.red ANSI/AtV`Y!� C�C52 �vitli tl�e l�$G ec�ition. It �vas l arer revised irt 199:? a►zd a�iin in 2002. 71�is edirion �vas approveci by cl�c A�W W� L�o �lfd Of L�IfCCi()I'ti Odl June 12, 2()11. 1.C Accr��l�rnre. En R4ay 198j, thc US �,m�irorinicn�al 1'roCCCCian /1�cncy (US�.I'f'�) cntcrcd inro a cooE�eracivc a�rccmcnc z�vieh a consor[iu►�1 Icd bv NS1= lnccrnarional (NSfi) �o dcvcloE� volun�ary third eonscnsus standards and a ce��tification pro gram for direct and i»c�.ireir. dri��k ��.trer addiCi� t�tliec atlembers oF the original cor,sortium includcd thc A►izeric �'atcr ��G�orks Association 1Zcscarch l�oiuidation (A«-«�alt.�, ��oti�,� �Y�ater Rcscarch I�oune�aeiot�"} �uicL ehe Cos�Frrcncc of St�ire Health and Environinencal 11�1an:��ers �C(�SHE,I��1). The ��meric,a�� arer u!orks Associazion (IlV(!V�l{1) a� cllc .Iissociation ot Sracc DriEtkin�* ��a�cr f1d�r►inis�rators (ASD�//�) joi�icd laccr. En nc�� Unitcd 5tares, ai.i�hority ro rc�ulatc produc�s for usc in, or in contacC �vi�h, drinking �vatcr rescs �vith individual scaces.T Local a��ncics may ehoosc uz imposc 1'CC�llll'CIl1C'IlLS mon strin�ent �haii rliosc rcq�zircd by� �.hc sr.ace. " ��11��arc tl,e hca�ch eFEec[s of prac�trcts and driiilciti�; «�acer addiri�•es From sucli ��ru�uc:ts, s�ate aizd loccil a;cncics ma}' use various refercnces, inc,ludin� ' l. An ad�•isory� pra�ram Fornierly� adii�inistered L�}' L!SEI'r�, Of�ice of Drinkiny �Vatcr, discontinucd on t�pr. 7, 1990. ' Aruerican Narional Scanda�ds Institute, �7 �•'rsc •'�3rd Scc�ec. 1'ourch riuoi, Ne�+� Yi�rk, i�lY 10()'aG. ; l��atCr R�,rairc:h ruun�lstion. (i6(i6 �k' (�uinc�' r�veaue. [.)cnvCr, Cl) R02_'�5. - Persuns c�utside tiie Uniced States shouid cc�ntact the appropriar.e audioriry havin}; jurisdictiun. vii Copynght (� 201 1 Amencari Nlaler V�Jorks Association Ali Rigiits Reserved. 2. :5pecilic. policies aE�rlie state c>r local i1�Ci1CV. 3. �l�vo sr;�ndards develoF�ed und�r �he dire:crion of NSF, NSI�*/�1NSI fi0, Drinl�iia� �!zcer Trearmenc C:he3nic .�IS—HC:lICIl ��'�CCS, <�ncl i�TSF/A�S.I G1 , Lhinkin� �G!iter S�,�srem C:o�i�ponenrs—Healt(i Ef�ects. 4. QC�1CC fCfi'fCI1CC5, 111CIUC�l11�,* /�W ��11 SE�Il(�:iCC�S, 1�'OOL� {,�7('7�llCll�S � OL�fJ�, l�'�ter Che�ur.'cnls Codex,' and c�rl�er standards considered a��j7ropriaCC bj- thc srare or local a�e��cr.•. V;3rious ce�rtific OC�:illll e��ay be inr�o[��ed i�ti ter.tit}'i�i�; proc�uc�s iez;zccar- c�ance �vi�h NSFIt1.NS1 Gl. Individu staees or local ageneics ha� 3LlC�lOi'iCV to aeccpt ar accreclit c.erritication o�•t,a illL:lll01]S �VtCIll11 Cf1e1C )UC15L�lCCl�?!1. ACCCeCjlt:lCl011 U cerri- �1C.:�CIUII Ufy:iI111:1Cii7E1S II1�T}' �':lC}' f'I'(3TI1 JliCt$��Cf.i011 CO )UflSC�ICCIC>ll. Anncx t�, ` I`crico�• and �valiiatiot� I'rc�cedures," co NS�I11NS1 61 c{ocs IiOC SC1�)L113[L'. 1 ITl;l\111�U171 ��0«'a �C�' (i�iAL) OF a conEa►�tinant tor su6sc ��f1CCS [lOL regul;ued Liy a LJSE.PA .(i�� ii� .ISlllllltll contami►r.int level (?��fCL}. 1he t�1t�Ls aE an unspec.ified list of " tuZre ` ulatecl r.oncaminants" are I�asrd on ro�icic�� tes�i��a �uic.�zliiaes (noncarcino�cns) a��d. risk d�araccc.rizarion tncch�doiogy tC:1fC1170�CI1S�. USC Of I,Ilf?CX � pracee{ures .�t� nor ahvays be ic�.entical, depene{in� «n �he certifier. ANSI/A��`C�A CG>2 does nac address ac�iditi� reqtii� �TlZUS, users of chis s�andarci sl�oulc� consulc rhe a��rop��iazc stau or local 3�Cl1C� }iaving jurisdic�ioi� in order to 1. DCCCiIlllllC addirivcs rcyttirer�ncnrs, i�icludin� applic.ablc s�andards. �. I7CLet'itlitl� C�ZC SC arus of certific:irions by parties af�eri�i� co ce��if�� rodi�c�s for contacc �vich, or u�ca�mcn� oF, drinkin� w;ircr. 3. 13etermii�e r.�srrc.nt inform atitm on produc;t certifica[ioa�. Il. SpecialIssues. II../�. �11t03'?99lLf101'l orr A��ilic�ttinfa of 7��u .tit�trz�ar�� Utilities are increasin�ly Focusi«� o�z �vacer stora�c reservoir it�ana�e�nent and maii�ce��ance as part c�f p�•eservit�g discriburio,� s� �sre�n �vater qualit�'. 17isinfcc�ion of �r,�a.tcr storagc tanlcs }�rescnts spccizil C�13IIC11�C5 C�LLC' CO C�1C' qll:iYlCli� of «,�a�cr d�at �llusc bc dcal< <vizh, chc condi�ions of thc «�a�cr supplied ro chc cank, and d�c abi}i«y co collcc� rc�rescn�a�ive sainplcs of tl�c «atcr in thc ranl:. Disinfccrion oF t .il7�S c'tild 0C�1Ci' I"1CtI1ClCti uscd For clrinkin� water cclies on his�h levds of fi�c� chloriiic cc� ensurc bactcria2 acic� o�iler po�cn�ial pathogens are iiiac�ivaced. ' NSI� lntern .ill(7il"1I , 7�3�) N. llixhnro Rc�ad, Anii Arltor, �\4 4RIU7. y Sc>rli pui>licaciuz�s a�silable Froni Natiuna! Acadeinti• of Seienccs. 70Q l�ifth Street, N�Y�, �Y';tshin�ti��E, nr: zaooi. �� CapyrighY � 201 �I American Water Works Assoc�ation. A!i Rights Reserved. ' L�I 1 ' ' ' , Ic shou[d be noreii rhat pH and [emper:iture are tw iztiporrant tacrors af�ectin� tl;E: l{tStilfC;CCi011 process. H}=pochlorous acid ai�d h�rpochlorir.e are the «vo forms ot chlo- rii�e presenc in wacer ac }�H �;rea�er ch 3. Hvpochlorous acici has bcen sho�vn to be significantly cY►ote effeui�•e th..i►i h}'pochlorice fc�r disinfeccioi�. ttbove pH 9 che��e i� essenti nu hy pochlorous .tcid only hy pochloi�ite. �lemper also aH r}�e et�ec.- �i�reness of c�isinfection; loti� t� m��er atur�s .11'C 110C .is e�fectivr. as I�ig tem��er for c.4�l Oi'lllt; C�ISlI1�CGC10[l. T}.1C Illa cli(earii�r. dosages rec�iiired iii tliis stancLarc�. a��e nzcessar}• to pro��ide eRectl�>e CjIS111tzCIBO[1 isncler �•ai•yin;7 COIIC�lC6011S �� pH, C�mpe.rarure, :zne� o�hcr faceors. l;'ol[a�i C�151IlECCC1011 3f1CI 47I'!Of' LO �iCCIV3L1i1 C�1C i<Z1ZI{ f0I' 11SC� rv� itfl' lIl tI]C storagc ra�ik slic�uld bc tesced tc� dcccrmine �hat it incets cx��ecced para�neters rv �ICZI Itl L�1C S} •s- rcm. (:,onsidcr espceiall�� lic ��c�rk dc�nc in thc ca:�k anel a}�pi•opi•iaTc E�a►•a�ncrers �o mca sure. Tesr. resulrs sh.ould coc�firm tliat the �v.iter yualiry is appro�.�ri:ice for z�isrribi�cion. ' Alchou� C�llti 3SSCSti111Cf1C tS i1111Cj11C. fOC C1CI1 S1. •stctn, suggesteci ce 5i �)31"a incluc�e EzH, alkali»ie}', rurbidiry, odor, and s��eci6c. cond�ictance. lf rhe tanl: was paintcc� or if epox� �v�s applicd 111C3SLlC1[]� iCV(:IS QFVOI acilc ar�anic cciinpounds (VOC:.) or othcr ' COIIl�UI1CIiCS O� L�1C CA3Llil�o., II1�CC1'l�il �Sl1CI] 7S ZlS1C� may� bc ncccssar�; natiilg �liac cl�c. crihalorncrhancs ("1'HMs) chloroEorm, hromcadichIoro�iicc�zanc, dibro�l�ochloran�cch- ' , ' � ' 1 ' 1 ' ' anc, and bro�notorm, �vhich arc par� of �he VOC� tcsr, arc a result oFdisinfcction, I10L coati�ig marerials, and ��ould be expecCed to be presenr. Satisfactory chlorine residual and caliform s�csul�s arc also i•cquircd. When collcctin�, saniples for anal}'sos of c�litorm or otl�cr parametcrs, it is impor- cant �ha� the sample represenc �11c �ratcr quali�}� in th� eank. Sarnplc taps need to be cl�a�z and sanirary. ln some cascs, 53111�ICS [1'l�4 i1CCC� CO L�C CdIICCC(:L� �COIlT tI1C CO�) OFtI]C tank or I�a�ch. Whcn sampli�� Fram thc to� of �he rank or haCCh, usc o�a dcpth sam- pler may be beize(icial to besc represe.►Zt the cluality of �varer rli :�t will enter. [lie sys�eitz. Nor bactcri�logical Ccsrs, �hc results of �cs�ing musr show iao colitorm. Givcn the different test procedures a�•.iilaL�lc: far coliform analysis, results sliould be expressed as "confirinec. cc�liforiti" a�id sl�otild l�c� <1 cfu/100mL, < 1 l�'II'N/100 inL, or "tlbsenc:' ��l�il� bac�eriolo�,ical cesrin� ii1 accordance �vitl� Section 5 is tised ra v erif� ti�e absence af c�lilarm oc�;: u�isms a�i�� is �;etier acceprecl as verifcarioii diat acce�.�ctble disinfec�ion has bee�� accon�plishcd, tollati�rin sani�ary procedures durin� cl�e course ot all �rork is necessar} CU CI15Ui'C tllC. C{iSlilfCCCL tai�I: �vill be readti Eor ac�ivation. Disinfrcranr.s o�h�r chan chlorinc niay be appro��riatc �o use. ��/hik diis standard describcs onl�� thc usc of liquid chlarinc, sodium l�vpochlc�ritc solutioazs, and calcium hypochlorirc, thc applicabilicy of otlier disinfcctants sllouid bc cvaluatcd. Ozonc and ix Copyright J 2U1'I Arnerican Water Works Association. Ali Ftiglits Reserved. cl�c�nical cicancrs lia<<c bccn uscd, and nc�se �varrant furthcr in��cszigatiot�. VC�hich- ever disinfectant or mezltod is sclected, approv S1'n[7.1 �he local regi�latory� agenc�� is rcquircd. t\s morc Freq�tent inspections and cicaning oE rLServoi��s a� rcquircd, uciliCies are zur►iin�, Co incthods thaz ininimize do�i-il�ime and «•astcd «•a�ec�. Ucili�ies ma�� use mcthods cm��lo� div Of [Ct110C� operaicd ��chicics (1ZOVs) tor bo�(�� inspcccio�i and sedi��ent remova Sec. 4.4 of rhis sc andard dcscribcs ehe disinfeccion procedures and opera�ional considcraCio��s for CC)[1C�LICtt11�; 1P1S}JlCC10Il and cleanin� in �otablc- �vacer-sto►•a�c f. aC1I[I(CS. IC SI1011II� �7C narcd that an} LIilCICCti4 rctricval of rcmo�cl}� c�peraceci vehicles iz�ith divr��s 1�iusr bc: perfcsrn�cd iit accc�rdancc tivith all.as�crts o3� tliis sca�i�{ard. V'v `l�cn sciccrinr a contractor to �.�cr! �}�is ty��e ot� rvork, ir is csscntial co evaluace thcir experiei�ce 53FCCV procedures, and merhods. �:ach bidder should hc �viil- in� tc� �ncc� tl�r illllllfllt1111 CCC�l1ICCRIE'IIIS tiCi hti this s�ar7dard Eor saf'c ��c.rformance ot tlie �vt�rl;. 11iis sra��d iiic��c�es retereilces ro perri�ieizr QSHA re¢ulaEic�iis. �Ilzere :ire spec.ific tec.hnical skills a ucilir�- shoul�i l r_�s - >k For whe�� co��sidering a firil.� f �_>r rhis �:y pe. ot �vorlc, such as �hc follo«J�,�g: • Qualifica�ions tor co�u�iuctin� in-service oper: IC1011S 111 CO[i1�Il �viclt C.>SNr'�. •( �or isispecrin� ai�d evaluauiny s[eel/c.oncrete/4� or merz�luaue- crn•crcd reservoirs. ° Rt.SIllrieS fc�r {.lie specifir persurinc:l w �10 1V1�1 })el'f01'fTl U.l1l�CCiY: i.nspecrion andi or cic:anin�;. Sec. 4.4 d«es ,�ot address rhe fnllot�•ing items, each ot �vliic.l� rnust i�e s��eciFied bv thc purchascr: I. Tk�e tyE�e ot inspectic�n co be perfi�rined (seruc�ural, coa�in�,, bot�om sedi- ��zcnt, c lillOd �c pro�ec�ion, bac�eriolo�,ical, and so Fordi). 2. "�Il�e �echnical requiremesl�s of C! inspec�ion and/or cleanin�. �nr additional buid��iicc, t to A�K�WA �V1ai�i.ra_l M42, Steel l� '�tler - S1o��e 7�nks. Sec. 4.4 does no� .tCC(;I11�C �o rc�vrite cxis�ing saf<.E}' standards a��cl rclies on cl�c cxiscin� :�pplicablc C)SHt� Standards, includin� bur nor liini�cd to OSHA, 29 CFR, Su�par� I; Com�ncrcial llivin ; O��crarions, i910.401 cl�rou ;li 19i0.441. OSHA, �9 CFR, I'ermit Required Cot�.tii�ed Spacrs, 191U.446. III. Use oF This Seandard. This standard describes metliods of clisinfecrin�; wa�er facilitics chat are ne�vly conscrucced, have been entered for cc�nstruction or inspeccion purposes, or rhac contii�ue ro sho�v nc� pr.esence of coliform bacreria duri�� norm operarion. In aclditiou, the s�ondarci dehnes dis.intection prvicedures 1�or x Copynght J 201 �I Ame:rican Water Works Association. All Rights Reserved. � � ' t � ' ' , ' ' ' ' 1 ' ' ' � � , liC1�t:F'1�'ACtC ll7S�CCC10I15 bccausc �varcr utilitics increasingly are c�n��lo��in� clivers and rci��ocely operaCCd vchicics co conduct undcr�varcr inspccriolis a�1d/or cicaninn af in- sercrice �x�ta.l�le facilicics to n�iiiiinize t��a loss and do�{�nuinc nc�rmallv .1SSC�CI�C�C� �� itl� iiec.essar}' n�aintenance. Tl�.e srazac does not descril�e rhe ty��e �uid CCCIIIlIC�7I I'Ct�i11C�I11C[7t5 OI" Ui7(�CClL'1ICC 1[15��CCClOII '3R(�IOf' CIC:LI1111 UC [�1C S'CC�ll1CC.(i SIi1�I Icvel oEchc divi�lg iris��cccor. /1 srorage f.�rilir�- is defin�c� :is :t reser4�oir froin �i•lzicl� �vc �cer. �vit}�c>iit fa�rrlier treat n�e�u orl�cr �han E?(70S[Cf lilSlllfC:Ct1011� is siEE plicc{ direc�l}• co rlic dis�ribu�ion ��ipin� systcm toi• damcsr�c us�. �ron� a pr actica! stancipoinc, this s�andard ap�.�lies Go chc dis- infcctio�� of co�°crcd src�r.�gc tacilitics C011SCfLLCCCCi f3f St�l�� COIICCCI('� c��• rna�erials that �4'C111�(i �)I'()VfdC .1 51R11I3i" SCPi1CCL1�C_ fFOf1l � i'V7CCi' C�l13I1[}' SC211C�F�Oltli. �CC.1L15C `�'tl0(� d71a1' s�ppor� d�e � ro«�h of coli�oc�� b ac�eri<;, ir is recotntnenc�ec� tliat an} suhrnerged �c�ood surt:YCe (cc�lu�nns, batHes, and �o forth) Ue coated 4virh epo�y or ot�her durzble, ef�ec- tivcly im��crincable pain� or coa�in� approvcd For doR�c:stic K�ater usc. �'arrs ot cliis st:uidard i�1ay l�e applic.a ro che disi��fecrioai of lar�e, fitzished-�vatc:r, open s�orage rescrvoirs suclz as rescn�oirs formed by co�icre�e c>r cartl� da�ns, �ur clzese a.E��ticatic�ns arc incidciital �I1C{ CI'11S SC3ilC� is n��t intcndcd ro co��cr �Iiose kia�ds of storagc facilicics. Tl�ree �tie�hods oFchlorinatiny sroraze f�cilities are described in this srancla.rd. Each utiliCy should dccide �� hich mcrhod is inosc suirahlc for a ai��cn situarion. lil sclrc�ing [�1C IIICt}?()C.� IO L)C iISCC{ u�i(it}r personncl should coi�sidcr chc :�vailabilir�t- oF iiiaccrials a��d rquip�l�cnt foi° disinCc�ctian, thc rrainin� of persotZncl «�ho �vill perforin rl�c disin- fec�ion, clilorinaced �vater disposal options, a�1d safec�-. Ne�r ex an�ple, gas chlorina�ion sl�ould tae usca onl}� ��hcii properly designed and cai�sr� eqc�ipmenr is av��ilablc; makcsl�ifr cqui�n�cnt is iiot accepr.able ��vhen liqi�id-chlori�le eylinders arc used. Spra�• Cqli1�J(I1C11L S}lOUIt� I�C usr.d inside �he s�oragc E:iCl�liT' Oilly �i� h�►� thoro�fgh ti•c„rila�io�1 15 C[lSItCC(� Of �VIlCC] 3p�fO��iIACC �JfUCCCtlOi7 IS t>1'OVICjCC{ LL51I1� CalIISC�C-Cti �. i5 IT1aS�5 OI' self-coi�taincd brcathin� unirs. lf a chlorinatiori nicrhod is sciccted chat re.yuires thc scoragr Faciliry to bc drained i► ordcr ro disposc of hi�hly chlorinatcd ��•arer, thorou�h consic�Ier shoulci Ize �;iven to t�ie ef�err c�n t}ie rec:ei��ina e�zvironme��r. I� chere is nnti� quesriota as to �vherl�er .t chlorinzred-«�aste discharge ►nay cause dc��na�;e ta iish lifc, E�lanc life, phy�sical ins�allarions or ochcr downsrrcam warer uses �f ai�}• c��pc, an adcquate a�noun� of a rcd.ucing a�cnr sllo�tld be applicd to tlie dischar�,cd �va�cr in ordcr to rhorou�hly neurralizc thc. chlorinc residiial. xi Copyri�hl � 201'I Arrierican Water Works Associauon. All Riglits Reserved. !� is thc responsibilityr oF cl�c uscr of an �\1X,�Wi1 stanciard to (jCCCS111111C Eha< <l7c praducts anci pr��cedures dcscribed in tllat standai�d are stti�able for use in �hr par�icu- lar application bei�� coizsidcri�d. 111.11. 1'aerc%�uer O�tionsandAl[eruatives. 77iis stancjard istivrircen as thouyh die �vork dvill l�c dc3nc by thc purchascr's ��crsonncl. If chc �urchascr is coiurac�ing for �he �iOC� t0 L)C CiOd1C, �l(��CO}�!'I:iLC ��Cnl•'lS1q175 SI10lllt� k?C IRCIUC�C(� kll C}'1'L' CUlltf<tCC ��!'CC111CI1C to ensure the con�r acrc�c is spc:ci(ica.11v iristrucred as to his ar her resE�o�zsibiliries. �r a R111111i111111, cl�c ��urcli l�SCd' 5110l1IC� S�)CCI�I` CI]C FOLIOG4'lIl� : 1. Szar►dard uscd—cliat is, �NSl/A�k��'A C652 Disinfr•crion aF`�Va�cr-S�ora�c� i acilitics, of la�cst rcvisioz�. 2. Whcchcr cnmpliancc ividn NS�/ttNSl CO Drinking Waccr T'rcarmcnr (_ I�einic:tls—He EfE�(=CS, is requirec�. 3. i'�1c�hoz ol'disinfcc�ion t� be uscd. 4. ��ny rcquired disposa) and. �recau�ions to be cakrn in disposi«g oF chlori- na�ed ti��atcr in tlie stora;c facilic��. >. 13ac�eriological �cs�in; and .n�e�hod ro be used. �. l:cdisiiiFcccion proccdurc if rcy«ircd. ?. lleCails of othcr tcdcral, s�a.cc or provincial, and local i•cyuirenicnrs (Scction 4). 11I.13. 1Llndr.'fii:rrtic�r� ta St�r.r�d,�rd. Ani� modific..ition oE die �.�ro�•isioe2s, dehnitions, or rer�ninolc��,tir in chis srandar� ;nus� be providrd by thc purchaser. 1V. Major Revisions. �'44aj�r c.l�an,cs madc in chis rcvision of ANSl/�1�Y��C��1 �(i72 are as 1 l. Scveral deh.nitions liati•e been addec� or upd,t�ecl. 2. Addi�ion oi Scc. 5.1.1.7, Op�ional Sam�lin�, and 'lcsting. 3. t3road revision of Scc. 4.4.7, I'os�-inspcetion chlorinc residual CUCh1t�1Ly a�id hac�teriological �csrin�. V. Com,nents. lf yrou havc anv commcatts or questions about chis standard, plcasc call AVG�VC/,' f�ngii�ecring a�1d "1'rchnical Scrvic�s at: 3C)3.794.7?I1, �t�X. at 303.?9>.?603, �vri�e to c�ie dep arcment a� C�C� V►�est Quinc}• 1\venue, Uenver, CO 80235-3098, or c-mail a� scandardsC�a�vti��a.or�. xii Copyright :� 203 I American Water Nlorks Association. AI! Rights Reserved. ' ' ' ' ' u � � 1 � � ' ' � ' / Y; 3 � .�.��... � P i ...... � r '.. � . .,:�. l�NSI/AWWA C652-11 (P,evision of ANSI/AWWA CG52-02) / I JI / I� - � � , • i ,,.. . Fa.cilities sECT�oN �: GENE�AL . s��. �.1 Scc. 1.2 Facilitv preparation, appliration oFdisinEeecanr ro ii�terior su�•ftces aEfaciliries, and S�11T1�)Ilt]p�. 3I1C� TCSIlt7� for tl�c presci�ce of ct>li�orm bacccria, CIIIQI'lI7C I'CSFdLt and czcc:eE�t:ible aesrlieric. �v,tter c�ualinf. `Ilie srandard .�iso ;,�c.l��des disi��Eac.t�iaii pr��ce- ditres for unden�•a�er iiis��cc�ic7n .111�I01' C�C211147� UF ��ClC able-�vater-scora�e Facilities hlli C�OCS Rt3C C{GSCfIhC C�1� CCCI"i111C3I 25�7CCCS O� llllC{CPW.iCCI' I[IS�CCC1011 aliCl/0I' GiC�iil- in�. t111 ncw src�ragc facili�irs sli bc dis��,Fccrcd bctorc nc�} arc placcd in sei All sc�ra f�cil�cies caken our of sc�-�i�� for �nspcction, rcpair, paincin�;, cicanin�, ar c�d�er accivi�� dtat might Ic �2C� TO \�.'��CCC COLlLr1I171I1�C10(1 5�13II hC d.1S111FCCCCU LJC�OCC �hc�� are re�urned to scrvice. Scopc Il�is srai�dard for disiiiFectic�n uf �vater-stor:ige f:icili�ies dr.;cril�es m,�ceri:ils, Purpose 11ie purpose of this srandar� is tu deiine che n�ini�nun� require�nen�s I nc� ' disinEeccion of warer stora�;c facilitii;s, includin�, r.l�e prepara�ian oF �vater storage: facilities, ap��lica�ic�n oF chlorine, procedures �or disinfeccin� underwater i��s��ec- ' tic�n and (:�C�11111f; C:C�lil�rilE11C, a��d sa,npl;ng and testing for the presence of coli- forin bacteria, clllorinc residual, and accep�ablc aesthc�ic �varer quali�y. � ' 1 Copyright J 201'I American Weter Works As�ociation All Rights Reserved. 2 AW W�1 C652-11 Scc.1.3 Appiication Tkiis stai�dai•d can be �•etere�lced iii specific.irions tor r}�e disinfecrio�t of �vater storagc facilitics and can bc uscd as a�uic�c in prcparii�g tva�cr srorage facilicics tor disinfec�i.c» i}�ruceclures follo�riny i�xspeceion or mainCeii TE]L'Se �)L'OCLC�Ut'tS includc the applicatio�i of cl�lorine C�1SII1fCCC1017 procc.dures to be used during �utder�vater inspections and/or cleanin`, and cestina fc3r tlL-r ��resrnce oF colifortn lr.tcteria, chlorine residual, and accepta�le �tesc�iecic ��arer qai.tlity. 17�e s�.ipt.ilarions OE` Clliti SC�l1C�31'L� 3E��)�y «.nc�n tlzis documenc l�as l7e�n rcEercnced :.1t1C{ CI1C'll 017�} �o �lic disinfcccion of �varcr scora�c faciliri�s. SECTION 2: REFERENCES �I�Zis st�u reEer��ices tltr follot��in� documents. Ii� cheir lacest editio�is, rhey form a p:zrt of.�ihis standard to the ex�rnt s��ccifieci �vithin the srandard. I�z any case of c:o.nflicr, che .re�1uirei��iits of rhis star�dard shall prevail. ANS1*/A�V Wil 13�()Q----�-i�•pochlorites. ANSI/AtiX!'�Vf11330I—Liquid Chlorinc. ANSI/AW�,�i1 Ct.57—l��ld Dc�hiz�r►��acion. .Standa�� IetL�a�s for 11�c° �x�ri��irrratinrl of l�/��ter nrr�l L�lasterc�nte Al'HA J1��%Vi 311C� `��.�'. ��ashin��on, 1).C. (la�csr cdition). Additional matcrials ��la�ing to ac�i�ritti• accordi►zg co this srandard includc tllc follo�ving: Cl� IlIlYi1P II'Ill71Y!!lI—C.. liisririu� lnc.g LY/rrte IJ'f'G71•711P111. ��SO SCClCS, Vc:�l. 2. A4WWt1 Dcnvcr. �Vlarcrial saFcr� ciaea shccts tor forms of chlorinc used (providc�i by supplicrs). i�T�F/A1\T.SI 6U—Uriiikiiig W:iter �Trcat�i�eiit Cheinicals—Hc:tltli EH i`SF/ANS.1 C1 l�r�ter S}'srem Cotripoiients—Heal�l� F.F�eces. S�x 1'ractrces fir �Y/�r�� .Itilieaes. t1�w�1�w Manual t'V13. r'1��G��`C�tl LJCiI�'CC. l�irzter Chlor•iraatio»/Clilnr•�rrni�t�tr.'oil 1'r�ctic•es �rnr,l 1'ri�tciples. AVU�X�A R9anu.�l i�1.20. .�1V�/�W't1, llc�ivcr. lY/itt:°rQunlic}�r��1d lr�nt.ure�u..r111�%IUA, llcnvc.�•. y f N:3CIClfl S�and:udi Institutr, ?7 \�'rst •-'13r�1 Streec, r��t«Cf� r-i�,�>�, Nc«� York, N1' 10()3C. i:�mrrican Public [ Associatiun, �i00 1 Street N\�'. \Y%ashiia�;ton. D(: ZU001. ; ��C�atCr Gm�irtinmrnt C�ederatic�s�, GUl �'G�vthe Sts .11rx:tndria, �:� lZ:i14. 6Chlorir►e Institute Tnc., 2U01 L Si. N��; Suite 5p(, t��ashiris;tan, DC.'�03C. C'opyright J 201 �I American Water N.�orks Associotian. AI! Riglits Re�erved. 1 L ' � � ' 1 ' 1 ' � ' 1 ' � ' ' � ' DlSINFECTI�N OF WAT[R-STORAGE FACILITIES 3 SECTI4N 3: DEFINI'I'IONS llze tolla«<iit� de.finirioils sh <�ll apply icl cliis sr.�ndar�i: 1. �r�ril�rGl�� c{�lorr�aP: f1 mcasurc of nc� amounr c�E cl�lorine in chlori- narcd lin�c, h}-poch(c�ri�c conipounds, c}ilor< IIIlIIlLS, and othcr ai�arr_rials tha.� arc uscd For disic�l�rcrioti as com��arcd zo r.lZC at�zount i►i cic��it�n�al (liquid or �as- cousj �,hlor's��.c. 2. CI. 7I0T'Li7P, COIIlEJll]t'Ll: �Ille :illl()llllC OI' CI3�i)flt!C C011l�lili �vich ammonia (N1-i3) or otlier compcsu�ids ira ��atc.�r. :3. t:l.�l�riue°, fi•e Also ea�lec� #rec a��ailable c1�l�ri�ie, �he �.inoui�� of chlo- ,�i�� a��ailablc as dissohre �;as (Cl�), ht'��:�chlc�rous acid (HOC�I), at�d hypocl�loriic (OCCI ) Cl�at is nc3z con�bincc� �vith aiatmc�rxia (NH,;} �r t�d�►er eot�� in warcr rha� is availablc fc'r disi�iFcction. 4. Ch lvriu�� resrclrr�tl.• C onccn�ra�ian of chlorinc spccies prescnz IIl �vaecr .�frer tlie oxid:itlt de�Y�an�l li:is beec� s;trisfiecl. �. �IJIO1'Zllt', t.otnl.• Tlie si�mi�� czF fi chlori.nc, coinbincd chlorine, 3[ld nI�3ROC�1lOi'iRC S�JCCiCS. 6. Coturr�ctnJ: 7he p;u rhat providcs �hc �vorl� anci maccrials for placc- mcnt or installarion. ?. 11�1�r.,rrrfitctrire•�° Tlie part} LIlaC mar�uf�c�ures, Eahriea�es, or produces tnaterials or produc.rs. 8. t��nrrochlm•ine: 11n}' or;anic compound concainin� chlorinc as a cc�n- SClCtIL'IlC. C�l"�1flOCj1I01'(!iC CO�II}�vuiltiS C�Il FOI�Rl �V�1C11 C11IOf131C 1'CaCCS �V or�anic ti�i�)SC?llCCS. 9. 1'urclj�ser: Ilie yerse�n, compan}', or ory.in.izacion tha� purch;ases any n�aterials or �vork to bc pa�foril�cd. 10. 1'ntal�le w�rter: Watcr tl�at is 51fC anc{ sacisfac�ory for drinkin�; and cooking. 11. IlOV RC11lOLC1� operaccd vehictc 12. ,titsfi�ilr.e�° Tf��e parrti< <ha� supplics mare:rial oa• serv iccs. A su��alicr niay or �71ay not bc �he ma nuEac�urcr. Copyric�hl J 2�7'I Arnencan Water Works Assoc+�tion. AI! Rights Reserveci. 4 AWWA CG52-11 SECTION 4: REQUIREMENTS Scc. 4.1 Ibtatcrials and Clcaning 4.1.1 11�Irzcerin/s. Maccriais sl�all comply « 'iCll tI3� CC�UICCl71CllCS OI iI1C S�tEC 1)rinkizz�, �K/atcr .F1cr and ocl�icr Eederal regulatiotis fo►• potable tiva�er, rvasce�varer, ai�d reclainicd waccr s�-strms as applicablc. /.1.2 l�lnr.erirzl enterffr, t��f�k. Scaffaldin;;, planks, tools, raRs. :z�ici o�lier �i noC parc oF thc structural or operatin�; facilirics OE LI3l tank sllall L�c removed. Zlie►� rhe si�rkaces of� tl�e �+�alls, flc7or, and operacing tacilitir.s o1-` rhe stor- agc facilit�- shall bc cicancd nc��rou�l�ly using a high-�ressitrc t�vacc�r jct, s��-cc}�ii�g, scrul�l�in�, ur ec�ua(ly ef�ec�i�•r nte:ins. �X!�ter, c{irc. : iYU� 1'orei n material accrr�nu- la�ct�. in this CIC3[llll 0�3C;1'3CIOI1 sl�all bc dischargcd Froin che storabc Eacilin� or c►�hec��ise removc:d. �w'ar.er used 1 dea�iin�, ��reparacion of solutio�is, �nd tank tilling sha11 i�e potabl.e Gvater. 4.1.3 O�I�e� rr�r�te3 �^c�llo�vin� chc cicattin� o��cration, CI1C VCI1C SCi'CCII �»�erHo��• screen, :i�.�d aii,v odi sc�-ee��ed i�penin;s sh :t.Il l�e c�lec� 717C� �1UC [il S at- isFac�or}' condition �o prcvrnt birds, insects, a��d orizer pe�ssible con�aminants from enterii�� he Eaciliry. 11nti� inate� required to be iii �he operarin�, scora�c facilir}� afrcr chc cicaning procedtzrc has bccn cor��}�Ictcd shall bc cican and sanica.r�• ��l�cn placed in the Facilin-. i�i these ins�anees, care shall be taken to minimize zhe intro- duc�ion of dirt or othcr forcign matcrial. Scc. 4.2 F1Dfi11S O�CIlIOTiIIC fOt �lSlll�CCtIOCd The fariY�s of� chlorine thar rna}� be us�d in the �1511.tI"CCC171a opeeat.io.ns are liyui�i chlori�ie, SOi�IWIl Il} SOIUCIUI 3C7C� C3ICIli111 �1} 'pochlori�� grc�n�zics ar cablc�s. Appi•opriatc persoiial pro�cc�ivc cyui��mcn� sliould l�c �vorn ��hc�z usin' tliese produc�s. 4.2.1 Ligui� cl.�lorine. l�iquid chlorinc cc�nformin� to /INSI/t1V;/�i(/A 133U1 conrains lU0 percene a�railable chlorine anci is p ackagc� i�� steel containers usually oF 1{)Q-16, 150-1b, or 1-rac� (4>.4-kg, 68.0-kg, or )0?.2-i:g) nc� chto�-;nc �ti�ci�,lu. Liquid thlorine shall be used only (1) in comUinarion «�irh appropriate �;as-How chlarinators and ejecrc�rs to pro�-ide a contre�lled high-co�tccn�ration SOIllLl011 Fced to cl�c «�ater to l�c chlorinaECd; (2) undcr Clzc dircc� supervision oE a person who is familiar �virl� chlo,�„1c phy�srolo�ical, chcinical, aa�d ph}'sical properties, and �vho is �raincd a�id equippcd to h andlc any cmcr�,c�ic,v that may arisc; and (3) t�`hen appropria�c safet�� praccices ta pro�ec� worl:ing personnel and che }�ublic are. observ�d. Copyright O 201 I fliriencan Water Works Assor,iation. All Ric�hYs Reseived. 1 D1SfNFECTIOfV OF WATER-STORAGE FACIL1ilES 5 ' ' ' ' ' ' , ' ' � �.2.2 Soc%rur�a hlpachlor•rti�. Sodium }�irpocliloritr conFormin� to .F�NSI/ r1\��U�1 I330Q is a�•ailablc. in liquid fos�m i�1 ;lass, rubb�r-lincd, or pIastic co�zcaincrs rtirpicallv ran�ing i!� sizc From 1 qr (0.95 L} to 5�al (18.92 i_). Conraincrs of �() gal (1.13.0 L) or lac�er �nay be a��ailable ie� saine arcas. Sodiurn h�rpochloritc cor�taii�s approximatcl}- 5�ercc�lt ro 15 perccnc ati�aila�lc. chlorinc bt- vol�tinc, and c�rc musr. he taken Eo con�rol scorage conciirions and icn�rh af s�orage �o �ninimize iCS dcEe- rioration. 4.?.3 Crrlcilran 1�3f�oc/�lnr•ite. Calci��m l�y��.�nc conCora�iing tc3 l�NSl/ ti�.�l��'r1 B3t)0 is avail �l�IC l[l �I':ifli.11.tC �'OI'!t7 Ol' tll SI71aII Ta�ICC5 :�I1C� C(3I7C31S15 �i��}f0�- imatel}' Cj pc.rcecit <c�•ailable chlorine by r��eiylit. ' T_I12 117 :.iteri.ii shouic[ Ue sroreci in a c<�ol, dry, darl� envirc�nir►cn� co miiiinuzc i�s c�ctcriorarion.. Scc. 4.3 Mcthods of Chlorination Tl�rr=� m.echcads of cltlarinatioca are etE�l <1111�Ci li7 C�115 SC andard. Typica.11y. nnly onc mcthod �vil1 bc tsscd for a gi��cn sto�•a�c-fariliry disinfec�ion, bLtC COSTl�tllZClOtlti oF t1��: anecl�ods ma}' be useet. �Ille �firee mechs,cis :�re (1} chl��ii�ation of rlie fiill scora�c faciliry such tli��t, ar thc cnd of �lie ap�ro�ria�e re�ciitioil }�eriod, chc �vaccr �i�ill have a free cl�lorinc residual oF no� less than 10 tng/L; (2) sp�•a��in� or �ai�l�ing of all srora�r facili��• watc:r-con�acr surfaces �virh ;� solution of 200-�n�/I., availablc chlo� and (3) a c�vo-sccp procrss of chlorinatin� thc boctom por[ion o� chc scor- age f:iciliry �vitli 50-m�/L. :rvailal�le chlorii�e follo�vec� l.iy- filling ro overHo�v and mainrainin� a trcc dilorinc� residu ��fa� Ie�sc 2 mg/T., fc�r 24 hr. 43.1 C/11orz�T�tiort arirc%nd .1. Tl�e «�atcr l��cility sll:ill be fiE.led �o ' tlie ��•erl�o�v led•el ��•itli po� .1��It iV:l[ef CO \�'�11CI1 C110Uf;�1 G}]IOflile S�11II lie :lt�C�2C� �o providc a f►•cc chlorine residual in the t;.ill facilit�- of not lcss than 10 m�1L at �hc ' end ol�the apprapriate 6-hr or 24-hr }�eriad, ; is cjescrilied in Sec. 4.�i.:1.4. "Il�e c:hlo- rinc, cithcr as calcium ii}°pochloricc, sodiiim h}rpochlorirc, or liquid chlorinc, shall hC IIICCOC{UCCL{ li1CU CI1C W atcr as dcscribed iii thc Eollo«�in�, su�scctions. ' 4.3.1.1 Liquid usc. L'syuid C}IIC3C131� shall be incroc��iccd inco the «•arer hllin� rhe stara�e Fc 1CILICV �11 SUC11 a�v:iy as to �;ive a unifor�n clilc�rii�e ' cuncenrr during die enrire lilling c�per aciun. Portal�le clalorinatian �:��uip- mcnr shall l�c careFully op�rarcd and sliall iitclude a liquid-chlarinc cylincicr, �as- ' fto«• chlorinacar, c��Ior.ine ejectar safetv equi�.�meut, ai�d ��n ap��ropri:�te solution rube ro iniecr che hi�; c.hlorine sol��ion inru rh� hllin� wa [er. �l�ie solu�ion �ubc shall bc iizscr�cd through an appropria�c ��ah-e locared on chc inict ' pipe atld near the s�c�rage facilit�• such tha� che chlori��e solucio,� �v ill n�i.r readily �vi�h [he intluent �vater. ' ' Copynght c� 201 I Amencan W�ter Works Association. AIf Rights Reserved. 6 AW WR C652-'11 4.3.1.2 s�d�u,l� hy �JUC�iIUf1CC LLSC. SO�illill I"l� �podiloritc shall be addc�i co nc� �varcr cntcrin� chc sco�-agc Facifi�i� t�� mcans of a nc�mical-fccd pump c�r shali lye a}�j L�}� ha��d-potrrin� into the storage t,.lcilit}' a�1�1 cillo��•in� the inF�uenr �vaeer to prc�vidc the cicsireci «iixina. 4.�.1.2.1 �X�hen a chc,nical-ki:cd pump is uscd, �hc concc,�«�accd cl,lori�,c SCDillCl0i1 5�'1:3�� ]C �)Lllll�C'C� C�7C�llf;�1 :ill �F?�7I0})IIaCC SO�l1ClOi3 ECIhC SO 3S LO IRJCC:i C�1C Ild��l-CO1lCCt1[PfiiL1011 chlorine SO�tlCl�ll 3C 3 T'�iTC [l�a[ �vill �FVe a t.iniEortn chioru�e concenrr�uion in nc�� fillir.i�; ��•a Tlte solurion tulie sli all 6e insertecl rhrou�h an ap�.�ro�riacc val��c locatcd on cl�c inlc� pi�c and ncar thc stora�;e facility, or rlirough an a��E�r�priatc valvc locatcd on Chc stora�e faci.lity suc11 rhat tlic chlo��in� s�lu�ion will mix reacLii} �vitli tlie hllin; �t�a 4. �.1.2.2 �`Uhrn sodi�un h}'poclllorice is poured in�o tlie scora�e tacilit�; Clie fillin� ot� the scura�e f:u:ilit}' shall bi.yin imsneciia�eltir CI1E'CE'<lE or as soon as an�r rcriiavf;d manl�ole covcrs can bc closcd. Sodium hy�pc�chli�ritc inay bc pou��cd throutih �Izc cicanc�u� t�P• inspcctio�Y ina.nholc in chc �O�YCf CQLIfSC or lcvcl of rlic st�ra€;c facili�y�, in �he riscr pipc of an cic��accd �ank, or �hrou�l� �hc roof rnanl�olc. Sodium h}r�ochlc>ri�c shall bc pourcd inro chc �vatcr in nc� storagc facilit}' `��hcn chc �vaccr is not morc dian 3 f� (t).9 .m) in dc}��h, SlOf ICtiti CI7311 1 f� (0.� m} in dcpdi or 1S CIOSC CIICTCCO 35 IY7311I1O�C �QC�1Clt7E]S ��CftillC. 4.3,1.3 Ca lci��n - ► hti ��ochlorirc usc. Calcium h}'}�oclzlorire � ranulcs or rab lets brokc:n or criishcd t� sizcs no� largcr than �i�s (G.4 matimum dimril siot�► ma�� t�c poiired or carried inro tl�e storage faci[it.}� chrou�h the cleanouc or ins��ccrion ma� in thc Io�Ercr coursc or le��cl ot chc srora�c facility, ll1tQ �hc riser pi�e �7f�an elevated r.ink, c,r th��7unh r1.ie roof inanl.iale. 11�e �;ra nules or t �tlilet par-ticl�.s sliall be placed iaz �l�e stor.�ye fic:iliry bel Ho�Vin�; «�arer in�o i�. "Ilie �ranule; or tablers shall be locateci so chac r1 inHireuc ti��arer s circ.ulace tlirt�uyh the calciuna hypachl�rite, disst�h�iri�; ic ci�irin� tlie Filling operation. Tlie calciurr� l�} '�OCIlIOI'tCC 5�13.LI I)C �]IaCCC� ORlY OI1 drtir surfaccs unlcss adeyuatc E�recaucions arc ta�c�i �o providc ��cn�ilation or prorccrivc hrcathin� cyui}�men�. 4.3.1.4 IZc�cnrioti pet•iad. 11Fcr.r �lie srora�e Eaciliry li�ls 6een fillyd ��irh the disinfectin�, tivarer, it shall sCand full as f�llo«rs: (1) For a}3criod of no� less chan C hr �vhcn che �vatcr cntcring chc storagc Faciliry� has becn chlori��a�cd uni- forml}' b�r gas-feeei equip�ncn� or cliemical p�r.unp, or (2) Fc�� a��eriod oI' iloc less dl .�� 24 hr ��• lieu the s�ocage faciliry i��s been filled ��•irh .��a ter thac has been rni�eet with sodium hypochloriCC or calciun� trypoclllori�e cvichin thc storagc facility as described in Sec. 4.3.1.2 anc� 4.3.1.3. Copync�ht � 2D1 �{ Aofierican VJater Works Assoc;ation AII Rights Reserved. DISfNFECTION OF WATER-STORAGE FACILITIES 7 4.3.1.5 Handling oFdisinfcerio�i wa�cr. tlfter the retencioii period statcd in Scc. 4.3.1.4 thc Frec chlorinc residu Ill CI1C SCO�a facilit� shal( bc rcduccd co a conccn�ration appro��riacc for distriburion by complcccly draining the stora� c Facil- �_it}' and refillin� ��•idi potable �varer, or by a combinarion of addi�ional holding ri�ne and blcnciinb �vi�h potablc �vaccr lia��iii� a lo« 'Cl' CIlIOCIf]C COIICE'11Cf3ClOIl. �'UIIO«rllla this procedure and subjec� co sa�ist actory bac�eriolo�ical ces�in�, appropria�e chlo rinc residual, and acccptablc acsthe�ic �va�er qualicl�, �he �� a�er ma� b� dclivered �o C�IC C{ISCflhllt1011 5�'SCGlI. • 4.3.1.j.1 111e em-ironmcnt in�o «rhich ihc chlorinatcd waccr is to bc dis- chargcd shall bc inspccrcd, and it chcrc is any likclihood rha[ �hc chlorinaCed discl�ar;c �vill causc datnagc, a rcducing a�,cnc shall bc a}�plicd co chc �vatcr to be discharged to neucr �he chlorine residual in �he «�arer. Federal stace or provincial, and local cnv iranmcn[ ai rcgula�ions may rcquire spccial provisions or perrnits E�rior co disposal of liiglil}' chlorina�cd �i�atcr. 1'i auchoricics sliould bc contac�cd prior ta disposal of highly- chlorina�ed watcr. 4.3."? Cl�lor•i�ratinu irtetl�o�! ?. A solu�ioii oF a� leasc 200-mg/L available �hlori«c shall bc appl►cd dix�cccly �� nc� surfaccs oF��arts of thc storagc Facilicy that wauld be in cuntact «ri�h �vater tivhen the star.�ge f:icilit}' is full co che o��erHo�v elcvation. 4.3.?.1 Mcchod of applicarioii. Tlle chlari�tc solucion ma}' bc applicd ' ��•ith suitable bn�shes or spr:�y equipment. Tl�e solurion sh .i.11 chorou�hly coac sur taccs to br trcatcd, includin� chr inlcr and ou�lct pipin�, and shall bc applicd ro ' any separace drain pi��in�, such tha� it �vill havc a��ailable chlorine of i�ot lcss than 10 my/L when filled �vidi ��a�er. U�•erHo�v pipin� need not be disinfec�ed. 4.3.2.? Recention. The disinFecced surfaces shall remain in conCacc widi 1 ' 1 ' thc s�ron� chlorine solu�ion for at lcast 30 min, af�er �vhich po�ablc �vatcr shall bc admit�cd, dic drain piping purgcd of che 10-mg/L chlorina�cd �va�cr, and thc s�or- age 1 chen filled to its o�•erHo«� level. Fallo�vin� rhis procedure and subjecr to satisfactory� bactcriological tcsting, appropria�c chlorine residual, atid acccpta6lc acschr�ic �vater quality�, C�1C �Y atcr ma} bc dclivcrcd m the distribution sr-srem. 4.�.3 Chlori�zatdon n�ecl�nd 3. �X�atcr and chlorinc shall br added �o �hc scor- age Facilityr in amounrs such diaC �hc solu�ion �vill initially cai�ain a� lcas� 50 ing/L a��nilable chlorine and �vill fill approximarely j percenr o f che ro�al srorage volum�. This solu�ion shall be held in the sr.ora�;e fiicility for a period oF not less �h�ita G hr. ' The stora�;e F;icility sh:ill then be filled to tlie averflo�v ievel b}� Howi,tg pacable �vaccr inco �hc highly chlorinaccd �vaccr. 1C shall bc held Eull for a period of noc lcss 1 ' Copyright O 201 �t American Water Works Association. AI! Rights Reserved. 8 AW WA C652-11 tl�z►, 24 h��. H,ghly chlorinated «�a�cr shall nc�n bc purged from che drain piping. Fol(a�vin� chis procec�ure a►id subjec� co satisfactory bactei•iolo�ical tesrin�, appro- priare chlorine residual, and accep�able aesrheric �vacer quali�ti; t4�e remaining �va�er may bc. delivcrcd to chc distribuLion sy �stc�n. 4.3.3.1 /ldding clllorine. Clilorine shall bc addcd to the stora�,c tacilit}' bv die method de.�scriUeci in Sec. 4.,3.1.1, 4.3.1.2, or 4.3.1.3. 1�ie aaual � rolume ot ttie j0-ina/L chlorine so.lurion shall be such thar, aF�er �he soluCion is mixed �vith fill- iiig �va�cr and thc storagc facili��r is hcld tull for 24 hr, �hcrc �vill bc a frcc-chlo.rinc residual of noc lcss than 2 mg/L. Sec. 4.4 Disinfection 1'rocedures When Conducting linderwater Inspection and/ or Cleaning of Potable Water Facilitics 4.4.1 1'r•e jofi �neeting. f1 prc-job mcering involving nc� conn•accor and �va�cr uCilit}• re}�rescnra�ives sh .�ll bc held to ensurc �he Fo1lo�ving: �I�at tlle person- nel understand the conhauracin�� oF rhe reser�•oir :�nd �he disinFec�ioi� procedures �hac under�va appurten :iee ideucitied; chat rime tes�ricti�ns are d'►scusscd tha< <hc divin� condi�ions arc c�nsidcred; that satety� proccdures arc in placc; and thar inspcction andJor cleaning rcquircrnenrs are unders�ood. Anti• pi•oblctns asso- ciared �vith logis�ics should be resolved at chis rime. Clear con�munication bcn�een urility O��CC�iCIUf75 �JCCSU[111CI al1CI C�1C CO1lCCaC[Uf 15 ESSCIlt13I. 4.4.2 Stnraae : f rrcilr't�� i;al�rtinji. lr is srrongl}• rcco�n�ncndcd chac nc� �vater s�oragc facility be rcmo� fcom scr�•ice and isolaccd from thc systrm ��rior ro inspcc�ion and/or cicaning by closing inlet and outic� valvcs. Flo�vmetcrs and dic rank levcl should bc monitored �o vcrif}� diar thc facility has bccn isolarcd. 77ie under�va�er inspec[ion ane�/or cleaning should be m ac�e �vith �he resec�•oir as fu(I as possible, �vhilc s�ill lcavin�, room for access �o thc roof area. lf �hc reservoir must bc inspcc�cd wi�h the inlct/ou�lc� vah�cs in thc opcn posi�ion, s� 'SCCIlI �3IVCS further upsrre or do�vnstream sho�ild be closed. (.Uf�-liiie inspec�ion and/or cicaning of scoragc Facilitics ma} IlOC �C PptiSIhIC Of CO(1VG7lCIlC �'OC CCfC31i1 C312ICS or cicar�vclls. In-servicc diving �vork may bc complctcd 53f�1y bur scrict a«ci�- cion to saEet�- is rcquired. lFspccial opera�io►Zal conditioi7s ncccssicarc. undcr�vatcr inspcctioii and/or cicaning �vithout isolation, di��ing �vork should bc done dur- ing periods �vlien posi�ive Ho�v into the reservoir is maintained and rates i►lta ur out of clic �vatcr-storage fa.cilit}' arc minimal. For undcnvatcr inspcction and/or cleaiiiit� of noltisolated Facilities liaviitg a common inle�/outler pipe, it is su•ongly recummen� rhar a positive Hc►�v into che. sCOrci�e f:icility be mainrained during che divc. Copyright � 201 �I American Water Works Association. Ali Rights fteserved. 1 1 ' l� DISINFECTION OF WATER-STORAGE �ACILITIES 9 4.4.3 Storrr�{re faci/r�� n�ce±s. Speciai care s�iould be taken co keep equi}�- �nent and �e��so�lnel clean pric>r to en�crin�, tl�e zank. Dirt ai�d concaminants t�n rhe resen�oir raof/adjace�it co rlie harcli ca�1 contaminar.r equipnle�nt. .�icforc the facili�y access iaaech is ope►ied �hc hacch ai�d ir�imedia�e are �l SI12.�I I l'�C�.i1C:C{ C)FIi7USL dir� a�id debris. /f.�.4 I�rr.'eirrl rc�rreer r��rnlit.y. 'I�ie �icilir}� shall es�ablisll clic chloriiZC resitival ' ctiic� turbic�ity in che reseru �vater L�ef ��re enrerie�y i[. The utili�y shi�Eild cal :e repre scnrar.i��e «-arcr s am}�lcs fronz �c:�,reral dcprhs ancl locaticros, iFpossiblr, anri ana:yzc (or c�i�orine �•esi�� and curl�idity �1C r.esulcs sl�all be rec.ordeci. Cl�lorine residual ' 1 ccstin� is no� ncc�ssar�- if th c s}'�te�n d�is no� operar.c �v icl� a chlo��ine residua(. lF nc� wa�cr seor�ge f S�CillCi� Ptl11.�1175 I11 SCf'1. durin� thc cleanin� operaeion, sa.inplcs shall be collecred daily fi �he �ailk atid cestcd Fur coliform bacteria, chlorine ��csidual (if'applicaUlc), and turbidirr. 1 4.4.5 Lrjrripfrrerac �rr�cl.�er��»zriel rerj�rir-err��rrts. 4.4.j.1 Equiprncia� and clotliinn. �qui}�metit usc for ii�spccrioil and/c3r cleanin� of po�able-�va�er-sCOr�a�e facilicies shall be dedicared Far eha� Exirpase only. � Equip►��cnc shall be conscructcd and «�a.inraincd in sucla a i SO C�73C lv atcr c��ialiry �<<ill sioc be .iffecced. Ec�uipment shall be availczb}e Foc iiis�.�ec�iori. 1 4.4.>.l.l According �o this s�ai�dard, bt�th SCU13A (sclf coi��aincd under- �vatcr brcaCl�ing apparatus 1Eld CXCC:CLI:�LLV supplied air �ncchods arc acccptabl� air � ' S(3LI1'CCS. 4.4.7.1.2 Lt�lll��l'l1Cl�C CX(�OSCCi CO CI1C W3CL:f 5}13II L�C SLEitdfllC I'OC C{35111fCCt1011. 17ivirs s��all be com��lrtelp• enca�sulatc.d �vith nc> bare skit� c�poscd. Di��in� cloth- in� shall bc of the dry-suit �}'pe and shall bc i�i �ood condi�ioii, #rct frc�m tcars, scrapcs, unrepaiird arcas, or o�hcr imperfccrions cha� ma�� impais thc intct;rit�� of ' thc suic. Eq�cipsncne and dr�- suits dcdiearcd Eor potablc-�var.cr undcr«�atcr inspcc- rioii anci/or deaning �vurk shall be s�ored in a ma►uier �hac preve►ics bonc �licanical 1 ' � ' 1 ' and bac�criological co�lramiria�ion. 4!.5.1.3 Tl�ei-c s1�a11 t�c nc� contact �f thc mc�uth on c�ad tivit}i �lic �4�ater during �llly ��ne. c,peraeions. I1ie head sl�r�ll be fully encapsula�ed l�}' o�ae or a combination of che fi�llowin': hclmet or dry suir hooci �vuh Eutl-face mask. 4.4.7.1.4 Divcrs shall have COl11IIlUlllC3Cl0[3 in accorciai�ce with fcdcral, sratc or �rovincial and Iocal re�,ulacions. 4.4.5.1.5 Under�va�er operaeions ma�• be video�a�cd or documeiucd wid� s�ill pt�o�ogra}}hs ac nc� iF�ilicy's rcquesc. C�pyright J 201 �I American Wate: Works Assoc�ation Ail Riglits Res�rved. 10 �W WA C652-11 4.4.S.1.G L7isrurbing zanl� bottom scdiincnt inav im},air �vatcr quaiit�=. SE'C.�![I7f;llC Illay contai�� bactrria, �vhich if resuspcndcd can causc conracninarioii. Disriar�cd stdiment ivill crcate Iocalized Eurbidicy. ��1 soine: cascs, i� may� bc dcsir- ablc �o disrurl� a s�nall arca af rhin scdiincn� i�z order tt� inspccr thc undcrl�ring c:o��ri.ny or f1o�:�r coi�di�ion Diti•ers or re�7�orel} operaree� vel�icles s1�:�lI nor disrurl� chc seciimen� in an�• way unlcss cxplicitl�i approved br• �he utility to do so; �his 111GILIC�ES "��=a lrilll, ` �.'� i�l] CIIC. I1CfU1' �f.F�.�.� 1'c°rsonricl r�quircrncttts. f3ecausc of thc liazardous na�urc of chis �vork, �vliicld ca�t�bi�zes ele�•ated ��ork, cUaxfined-space entr}r, al�d di��i��;;, rhe �.c�i�- Cl':iCCUf �3c'1'�Oft]11f2� CI1C �VOI'1C Slla�� C:Ol11�Jti �v �rh all fcd�r SC�CC Of �fOVIIlCl2� and �OC� i'c'bU�aCl(3115. 4.4.5.2.1 Cer� :�117 C�[Vil7a c:ontracrors n�l�� har�e b�cn providin� these ser- �=ices for nian}r years may nor ha�•e the Ft�rma[ certific lisre� I.�elo«•. U[iliti.es shnL►id careFuily revic«< the documc�i�aeion ot crainin� ai�d c�c�e� fc�r CIICSC tirrtis and req�iire a c�etailed persc�naf diver's log for dte personnel �� Vll� CO[1t�.UC[ the �n rv l�ie pr�senrZriott <��a sporc cli�•er cerrific�rion c ar��l for SGU$A b} itsdF is not acceptablc prr�of �F pro}�cr traitlin�. '�The Iollo«rin�; is a liinited list oF e�:unples of c{i�•er c�ualitic tli.�e are accc�Cablc—but not zvizhc�ur d.cz a�icd. docun�cnr�cio„ of cra inin� and dircct taj�k ii:spcctic�n andlor cl��;►in� �v c�rk es}�cricncc: ZRt{ C��SS US N3Vj' D1i'CI' .I C3111111,�' AItiSI/A(1L)E, U1 (latest ��ersion) Cornmercial L)i�er C:ercific AD(� Cc,nutlercial (= ertilication �f.4.S.2.2 Pcrson��el on the di��e reatn ►tiust be US�Ik Ccutfined Space Cer- rified, These certi�cares shoulci i�e provide.c{ on the job sire Far :all pers<7n.ne1. 4.4.S.Z.3 Ali }�crsonnc! on chc di�•e tcan� s;1al( bc frcc of co►nmunicablc dis- casc ar�d slial! liot I�a��c heen ui�dcr a physicia��'s carc �.�virhai� nc� scven-dat- �3criod prior to �I�e �ntcrin� of �he facilirti�. 1Vo person who i�nowin�l<< has an abnorinal �cmperatui c�r syinp�oms of illncss shall tvork in :� �va�cr facili��•. 4.4.5.2.4 �Ilie American Rccl (:�ross or an equivalcnr. agency� shall certiEy all dive ccarn Encmbers in the. use ofC,I'!t and l�irst Aid. 4.4.5-� Safe«-. Tl�.e dive team shall compiy� tvich all applicable lc�cal, state. or provinci.il, and fcderal safcty� a•cyuirenYCnts and shall providc all s�cccssary safct�- ec�uipmenc suitable for tl�e spe�cific �tccess opeeaiia�;, deprl� to «�ater, and otl�er aspecCs of Lhe �va�er-srora;e faciiic�• to be inspected. Copyrigiii ;� 201 �I Amer�can Watcr Wo� ks Association. Afl Ric�his Reserved. � DISiNFECTION OF WATER-STORAGE FACILITlE5 11 ' 4.4.5,3.1 The conEractor sl��ll have a comprchcnsi�•c safc�y manua! on-sitc, �i�lzich adc�.resses all of tlie potential hazards. �he safery rtial�ua) shall ii3uiuc�e cer- ' � rifcarions lor .ill s.zfet}' :3�� n�erpenc}' rESponse rr.quire��iznts at zhe sice. Tl�e ce L1':iCCOI S17�II I7�i4'C 1 111CT�7Q� and che equipi��enc reaciil�r availahle tor the excraction ' ' ' ' � ' ' � ' ' ' 1 ' � ' of an ini��rcd di�>cr a a mc�hc�d for lo« �cring a��crson to cl�e ground ��ho is inca- paci�ared I�11S ill a�r ii�clude tli.e use of a properly tr.iii�ed al�d equi�.�ped Lc,c<�! tie•e dep a��rmenr �r rescue sq �Ilie use oE an nur.side res}�anse ce ji7.�ist 1�e codered ii3 rl�c }�rc�-j<�k� inec�in�, and clac}• r7iust be abie co CLti4)Ofld C'�UIC�.II' c�n c� on tjL1Flll� CIl(° �Y Ork. 4.4.0 �CJIl1�171P11C t7Y1LI �P�S071l1eI L�XSdi f'Cl1071. t�ll CL�Ul�IT1CllC 3IlL� ��CI'SfDT117CI r.ha� ��ill rntcr thc �va�cr-sti�ra�c facili«� ��it►sc bc disicafccecd inui ��rior ro ciizrl• into thc potal�lc rescrvoir. An}l cquipnien� makin� con�act �vith t}�c c. lilai. 1C�OE musc be disi�iteccecl a�ain pr.i.ur to entry .i.nto �he �v�zcr.r. 71�.e merhod of CC�L1l�7f11L'J1L Ci15111fC:GC1()il can �c submersic3n in, sprayi��g witli, or spon�ing ��rirl�. c�iisi��Fec:t:iaic solurion as dehned in Sec. 4.3.2. The. dive.r a�ld t1.ie clorhiaig shcill l�e C�I51l7tCCCCCi 3�'CCC CI1C C�IL'Cf IS Sll1CCC{ U�] 3S7CI C311 COt) OF CIIC �ank as �.�er Sec. 4.3.2. Ca�•c must bc r�ken �vlzen a��plyin� disiiifecc3nc solutioz� ta �!►e diver, � c�perated �rehicie, a .nc{ ocher cl2 :uiin` equipine��c so chat c�ny excess, r�ii�ol�, or spilla;e is coii- trollcd so ir docs ilor cntcr chc rescr��oir. Harldle C17I01'IIZC SOIUT1031S Rrl[�1 C31'C SO ?S 1'lOi CQ CORC�CC ��Cl sonnel clochii�� or skin. Appropriate personal proCeaive cquip- 117E11C S�lOUICI �C �'VOI'Il R =lzcn using �hesc produccs. 4.4.7 1'nst-iusj�ec•tivr� c%lorijze r�esidarr.tl., [r�rhiditj�, rrrrd G�zctt3 �e+c- r.'r��f C«I.lecr sa9i�ples and resr :as descril�ed in Sec:rion j , Verihcatic�i�. 1F t}te srora�e L3[lI �i 'aS fCi710�'CC�I �l'Otll SCfV1C� sa�isfac�ory bacccriological and chlorinc residual (if applicablc) results acc rcyuircd bcfc�rc Cl�c facili�t� can bc placcd back in scrvicc. If it is nccessar}• to rcbuild clllori��c residuals in chc storagc Facili�}; bactc�•iological S3II1�IC5 SIIOUl(1 liC COLICCCCC� 3FCC1' CI'llOC1I](: residuals arc brought ta an acccptablc. IE:\�C I. 4.4.� flffidrrvr.'c o co�npl�aj�ce. The purcl�. :tsi�ig utiliey may require thar che c�tltraccc�r E�erfarini.ilg rhe iiispectian aild/or cIe .111111Q se.r��ices prov an athdavit ot coml.�liance ��•itlz �hc r�:quirc�i�en�s oE this sr.andard. ' Copyright c� 7_01 �t Arnerican \Nater Works Association. All f2ic�hls Re�erved. 12 �WWA C652-11 SECTION 5: VERIFICATION Sec. .�.� Warcr Qu.ality Sampling anc� Tcsti�ag :i.l.i SI!lIIC.I/LP'l� C011dl[1011s. /LFCCf chc chlorina�ioit procedurc is complcccd and before d�e scora�e. taciliry is placed in service, 1V a�e� - froizi r.he full facilitt� shall bc samplc� and uscec� fc:�r coiiforni bac�eria and chlarinc residual in accordancc wiCh zl�c la.tcs� c:di�ion of Scar��l�rr�lvl�iL the �:rrr�rrr.'ruitin�r of' I� r lIIP)'lfllf� L��tSlPtU 5.1.1.1 'l'csc Eor odor. "Il1e ��•a�cr in tltc fu11 Facilir� SIlOE1�C� 3IS0 �]C CCSICi� CO ensure di ae� na ��f�eiisiv o� exists. 5.1.i.2 [�esulcs of cesting. lf �hc r.csr for coliform Ot'�3l11S1115 is i�cgativc 3I11i CIlIOCilI(; I'CSldLl3I5 31"C �+C �CCC.()CaL��C diSLCIL�UtIOtl S} rsrcm 1e�rcls, r.hc sturagc facil- ity may bc plc�cec� in scrvice. 1{�d�e ccst sho��-s tlzc ��rescnce af�coliforrn bacceria, thc situati��n shall be e�•alu:�red by c��ia(ified person.nel. In t12is case, re��eat s� 1[11�.1IC•S S]l all bc cal:cn un�il t�vcr consccti�ivc S:iI'17()�L'S arc. nc�atir�e, or thc srora�c facili«• shall again bc: si.�bjecrcd ro disinfect.ion. 5.1.1.3 Carc in sarnplin�,. `llie sainplcs shall bc taken Froir► a sainpic tap or� tl�e oudec pipi�� from chc s�csrage Facilitt- c�r frot�ri a sample �a.}? c«nnecred dircctl3 co rl,c s�oragc facilir� or s� �lI1�Jllil� F1'011l CIlC [O� OF LIlC Ca[lI: t)C I]3CCI1 t21�� bc rcquircd. !n anyr casc, the operarion shall l�c such so as �o cnsurc tliaC the sai�aplc co.11ecced is a��n.�ally from �vater rhat has been ia� the stora�e facili�z: Sample eyizip- C11CllC 3RC1 i71CtIlO�S SI1:iII fOl�O�i� �iSC�CIC CCC}1t11C�UCS FOI' h acteria sam�lin�. 5.1.1.4 ltccon� mcizdcd addicioiial sacnples. 1C ina}� bc ac�vis.�blc �o collcc� sa��ples ot tvater flo��riny ii�r.o the sror:��;e f:ic.ility to derermine if roiifori�zs ar pres- cn� in C�1C t�� pieal �oca��c watcr sourcc �nreicularly ,f Coi;form hactcria arc tound i�z thc tank. 5.1.1.� Oprional samp6in� and res�ing. Fo1lo�vit�g disinfecric�n and prior to aetivating the tank for usc, �4�atcr in C�1C StOC tank should be t�stcd �o dcccr- mine chat i� tneecs expec�ed �?ar ame�crs tS l}�ica1 in the s}'stem. 'lcs� rc:�ulrs should co��firin diat rlir « �ater qi.i alir�* is approp.riare kor � �1SCCIL�UC10[l . A.lrhou�h this assess- mciiC is uniqi�c For cach syseem, sug�es�ed ccst ��ara�r►c�crs include pH., a(l;alinir��, turl,idity, ado� arid specih.c co�iducr.�nce. If tl�e r.ir.�k �vas painced or if epa,r•}' ��as applicd, measurin� J.e�•cls of volatilc organic co��pounds or onc�r componcnr.s of the coatin� �na�crial (such as zinc) �ma�° be iiecessar� (nocing Chat 'I'I �vhich are par� of �he VOC: tesc are a re�ulc of disiz�f�ccio,, iiot coaCiri� marerials, and �vould bc cxpcc�ed ro bc �!'�SCI11"}. I�CE7('l1C�!!7� 011 �he size of the storagc faciliry, Copyrigfit :�� 2�1'I American Water Works Associatum All Rights F2eserved. DIS�NFECTIQN OF WA1�ER-STORAGE FACiLiTIES 13 niore samplcs nlay bc ap�ropriatc. Whilc the ��.iml�ci abovc thc reyuircd rnimbcr is u� za clic discrc:cian of rhe �varcr svs�cm operator, su��,csred niiix�bcrs include onc sainpl f�� a►��:� �f �a ��e or [css and a�i addicional samplc For cacli ,lc�c�lLlU11 1� I��I(:; r�ol��z�e, usi�� anarher t.ip OC �1�1CCI1 il 71�e spFCific. i�um�er of sam}�les i�cccssarti� sliould bc dcceri7�inf:d h�:forchand and �vill de��end Utl C3I]�i VOILl11lC <111C� 5�1174�IC t ar h :.�CC}1 3Vh1I�1L�lIlC� � ' � � , lhis s�ai�c:larc� h ::1S ll0 appiic,ahle inti�rtxi �ar [I�is section. Copyr+glit O 201 i Arnericat� Wate� Works Association All Rights Reserved. : a ► �� . : Chlorine Resi�ival 'I"esting 7T�is rr.��err�ix is f 03' 11'1 forf�trtriou c»�1.p ra�lrl i.,• unt f�,zrt o t:�l.�lrSl/�1 it�� G°G.52. SECTION A..1A DI'D llROP DILUTIOl�1 M�T�-IOI) (FOR FIELD TESZ') I1ie N, 1`r-dierh}'I-p-pl�enedi,in�ine (DI'D) drop dilu�i��n inethoc{ u} approxi- nlati�i� j•esidual CIlIOfl11C is s�iirahlc Eor conccnEracions a�ovc 10 m�/L, stich as chosc applicd in chc disinfcctio�a af ��a�e�• mains or tanks. Sec. A.�.1 Appaa�acus 1. A graduatcci. cyf ii�dcr for mcasurin� discillcd u�a�er. 2. An aucontatic or satcn� pipc«c. 3. 'I�vo droppin� pi}�ecc�:s rl�at ciclivcr a l-mL sam�lc in 20 dre�ps. Onc �1�9CCCC i5 �'0!' C{I5�)CllSlll� CI1C \v atcr sam��le, and dic ochcf• is for dispci�sin�, thc lll'I� c�nd �iufEer soh�tions. 7 pipetces should nor Lie inrerc}.ianged. 4. A coE��.�araror kir containi�ig a suicablc ran;c of sranuards. Sec. A.1.2 Reagcnts 1. DI'L) indicarc�r so(u�ioil. 1'rc�arc as prescribcd in St�r,r�lrrrc! 1�1rtl.�o�1� for Lj7E' �Y7lllllil!/LT071 Of 1X�(7�f7'l7llf� U��jIS1E'1LJl1lP)' �I3LCSt CC�lL"tOl7}� SCCTII�R 4�nQ-Cl, }7• 1'•2�• 2. 1'hosph:ire l.�uf�er solu�ioi�. I'repare as presiribed in St�rr�ar�lMcrtl�nr.l.+ fo�• �l_�e �;.�ar�riu�[zo�l of lkj�tler n��I 1� '%rs��w�rcer (I�ecs� cdt�ion) Sec�i�n 4500-CI, �. l�.2a. Scc. A.l.:i Procedure 1. Add 10 dro}�s of�DPD so lurioli:ind 10 drops of�l�ufler soliitic»i (or 20 drops of con�bine�� L)I'D-buf�er s< co a cumpar�iror c.ell. 2. �'ill rhe com��aratc�r cell �o nc� 1Q marl: �virl� di�rille �va�er. 3. t�7i�h a droppinn pi��crte, add thc �varer sam}.�lc onc drop ar a cimc, mix until a rcd color is fornicd �hat mardzcs c�nc of �hc colc3r srandards. 4. ltccor�i t.he roral number of d r��ps used aud th� hnal chlorine readin� obraincd (�hac is, Cl�c chlorine rcading of thc marched standard). 15 C�«pyright ::i 201 �l Amencan Water Works Assoc�ation. All Riglils Reserved 16 AW WA C652-11 �. Calculatc thc milli�ranls per [itcr of chlorii�� residi�al as foIlo�t•s: rcading X 2.00 m;/L chlori�lc = drops of sarai��lc SECTI011�11 A.2: HIGH-RANG�: C�-IL�RINE 'I'�ST' KI'�'S Sc�•cral l7l�Ri1�'1CCtIfCl prc�cii.icc l�i�l�-rangc. chlorinc �csc kir.s tliar are i��cx- pcnsivc, casy to usc, :�nd satisfacsarS• for thc prccisio�� rcqiiircd. Co��yrit�lit t� 201 I Americren Water V1�orks Association. AI! Riglits Reserved. . � C}�loric�e Dosages T/irs a�i�FUdi.r,� is for i�tfor�irrct.loit orrl�� rtrt�l i: uot .7 �irrrt nf'A!\'1I/� �t%Zt�� C Table l3.1 Amonnts �f cheanica� required to give varioias chlorine concen€ratiot�s in 100,000 gal (378.5 m of water'� C:alciu.n� I-I vpoch luri rc Sodium ! Iy}�orhlorite Rrc�uirrd Reyuireci ll�sired C;hlorine 5 1'erccnt li) 1'ercenc 15 ]'ertent C�5 1'ercrnc C:oncrntration Chlorine r'ivailable clvailablc Availabl� Availa�lc in \k'arcr 1tecluirecl (;hlo.rin� C;hlo� C;.I�iorinc t.;hlorinc �,�g/L. 1!� (k�) ��r! { L) e rr/ (L) g�rl (1,) !6 (kK) 2 1.7 (0.8) 3.9 {l4.?) 2.0 (7.G) 1.:� (4 �)) ?.G (1.1) f 0 8.3 (3.8) 1{).4 (?3.4) 9.�) (37.�) C,.7 ('�.4) 12.8 (5.�) >0 �2.() (19.]) 97.ff (3C7.2) 49.0 (i87.8) 33.4 (12G.4) G4.0 (?9.ci) � CfI' SO(�iUlll hype�cl�Ic�ri�e are l�a sed e�n cemcentr uf FlV�1lI1IlIC CflI01'lI1C �)}� VU�UII7C. PUf CII�1Cf SU�IU111 hy pochlorite or calc;ium hypochlurice, exteiideel or i�uprcjper stora�;e ufchrmicals ma}• �ausr a Ic>ss <�f availabie �hlurine. t11so, arnounts dc� noc takr into accuunr chlorinr demarid or ciilorine resi�fiial thst mi�;ht bz 4�resent in the �i�atrr. 17 Copynyl�i v 201'1 Americ�n VVater WorkS Assoi:iahon. AI1 Riyl�ts Rese�rved. ' 18 AW WA C652-11 � 'I'able �3.2 Acnounts of chemical required ta give a chlorine concentration of 200 nag/L in Vaf40uS YOIu►�neS oFwa1'er'" , (�alcium [ Sodiun� i [ 1Zcy�iircd Rcc�uircd ' 7 1'crccnt I.0 1'erccnc i.5 I'c:rcc�ir Gi !'c:� �•��hirne of Chlorinc� ;l1•.�ilablr Availahle Available Avaiiable. ' i�'ater I�rc�uir��cl C }3�(lEltlt C:hlorin� C:lilori�ir CIIIC)I7I]E �rri (L) lb (kg) g��l (f ,;<rl (LI �nl (L Ir`� ("k�) ' 10 (37.9) 0.{)2 (9.l) O.t}� (0.15} ().02 (0.1.?ti) U.Q? (0.(ft31 f.f.03 (l3.(s) >o (ifi�1.31 o.ln (47.4) o.?Q (u.7(>} O.tt) (0.38) c).o7 {U.2G) U.I7 ((�s.o) l00 (378.i) 0.2U {90.7} 0.4U (1.51) t).20 ({}.7C;) l).!7 (O..S?) ().30 (14C.I) � 2()0 (?�7.1j 0.40 (181.4) O.fiO (3.(.),) 0.40 (1.51) 0.3!) {1.14) O.Ciif (7.72."�} ° Atilt)URCti i)��(1t�ILLll1 i3y pc�chlorire are 6 1tiC(� Ofl COIICCtlCf.4CIC113ti OF 1Y8II:lf53C Cl7I(?CI1SC �ly �`C)IUIIIC. FiJi E'ICI7Ct tiO�1U111 ' hypochl�rcit� vr �.iicium Iay pe�cliloritr, exten�Iecl or irnE�resE�er storat�e of�cfiei�ticals ��i ca��se a li�ss ot .z�•;iilah!e chlurine.. Alsu, amaunts �lo not takz intc� acraunt chlori��z clrm or ch�oriiiz re�iilual th at i�ii�fic be prrsr.nt in the w-ater. , ' a � t t � � � ' ' Copyri�hi �u 2�1 �I American Water Works Association. Ali F2i�hts Reserved. � _ _�� lf . D'asposal of'�Iighly �hlorinatecl Water 71iis �z�pf�itr.�it• r.� for• iu f01711llti011 071I) rxr�d is uor �t p��•tofA!\TSI/�. CG5?. Refer �a f1N.Sl/AW l�1%'1� Cti��. l. Ch�ck �4•ith chc local sctver dc��aru�icnt for thc conclitions of disposal co �lie sa��irar�r seivcr. 2. C:hlorinc: residual of �va�er bein; dis��oscd of d�rill bc �ZCUtl�alizcd b;�� rcat- I1lClli VVlC�1 O11C n� II1C C%1C111kCdL5 IISC�C� lIl "lablc C.1. lable C.1 Amounts of che�nica! requlred to neutralize various residua! chlor�ne concen- trations in 100,Om0 gal (378 m of wacer �,�iC[111C:31 RCCllfll'i'(1 iZCSICiLt3 � C:hlorinc Su(Eur Dio�idc Soclium Bisulhte Sodium Sulfic� Sodium l�iiosultare Concrntration (St)�l (�lal-iSt)3) (\fazSC);l (ti'a�S�U;•S�IzC)j nrg/L IG (k;; ) 1G (Irg) IL (kg) lb (k� j 1 U.8 (0.36) 1.2 (0.54) 3.4 (().(,4) !.� (0.54) 2 1.;� {c�.7!) 2...� ii.i3) 2.9 {i.��2) ?.4 (t.(?9} 1(� 8.3 (3.7G) ]2.; (5.G7) 14.G (G.G2) 12.0 (j.44) 5U 4t.? (I8.y1) C'Z.G (��3.39} 7�.0 {3:i.11) Gt.}.0 ('?7.22) 1.� C�pyright cc� 203 i Amencan Waier JVorks Association All �ic�lits R�served