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AG 16-026II RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING 2. ORIGINATING 4. TYPE ❑ CONTRACTOR ❑ PUBLIC ❑ PROFESSIONAL ❑ GOODS ❑ REAL Cl ORDINANCE A CONTRACT ❑ OTHER 5. PROJECT 6. NAME 7. EXHIBITS 8. TERM: 9. TOTAL REIMBURSABLE IS SALES RETAINAGE: ❑ PURCHASING: 10. DOCUMENT ❑ PROJECT ❑ DIRECTOR ❑ RISK ❑ LAW 11. COUNCIL 12. CONTRACT ❑ SENT ❑ ATTACH: ❑ LAW ❑ CHIEF ❑ SIGNATORY 'IC—CITY ❑ ASSIGNED ❑ SIGNED COMMENTS: DEPT. /DIV: STAFF PERSON: .. C ��- ,.�-- frL1 EXT: 3. DATE REQ. BY: OF DOCUMENT (CHECK ONE): SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) DI RESOLUTION AMENDMENT (AG #): 1 / 10- - O2.1 ❑ INTERLOCAL —,,� i ' NAME: �0‘,�'\ ' �) -C 3� �� Kam. L I \ K �4 OF CONTRACTOR:Me---VCV (7.1( 0 r Y\-- c. n`- 1�i`�� 1 ADDRESS: TELEPHONE E -MAIL: FAX: SIGNATURE NAME: .G-ti\ \(JD 1/43 TITLE AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS COMMENCEMENT DATE: COMPLETION DATE: *Al C(/fl7 /ab q °13,Vid. y-S COMPENSATION $ l i{D ` —� 13 1 , 1 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY L OR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ TAX OWED ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE AMOUNT: ❑ RETAINAGE BY (SEE CONTRACT) OR El RETAINAGE BOND PROVIDED PLEASE CHARGE TO: 303 -- -1 100 ~1 31 ` � / - , - I so /CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED MANAGER MANAGEMENT (IF APPLICABLE) APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: SIGNATURE ROUTING TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE SIGNED DEPARTMENT OF STAFF (MAYOR OR DIRECTOR t'/41 /' ts CLERK J. 0 . t... AG# AG# 4 ' Ili 1/ , �C COPY RETURNED DATE SENT: ap-(1 -1(p EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 15040 1 05/25/16 PROJECT CHANGE ORDER NUMBER NUMBER Federal Way Town Square Park Phase 3 EFFECTIVE DATE EZ Metro PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: Upsize ground wire to #10 The time provided for completion in the Contract is>® Unchanged .❑ Increased El Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? If `Yes" Will the Policies Be Extended? ❑ Yes ® No ❑ Yes _ No PRICE CHANGE LUMP SUM: INCREASE $ 5799.04 + tax THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE ADD OR DELETE TOTAL NET CONTRACT: $93,690.44 INCREASE $ 6,349.95 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. CON CTOR'S SIGNATURE DEPT. 'IRECTO /MANAGER A SIGNATURE 474 DATE DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT $87,340.50 PREVIOUS CHANGE ORDERS $ 0.00 THIS CHANGE ORDER $ 6,349.95 *ADJUSTMENTS $ NEW CONTRACT AMOUNT $93,690.45 ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT City of Federal Way [Project Title] RFB ver. 1 -15 ❑ INCREASED $ ❑ DECREASED $ DE TMENT DIRE GNATURE Page 2 RFB # xx -xxx [Year] RETURN TO: EXT: CITY OF FEDERA!WAY LAW DEPARTMENT OU 1. ORIGINATING DEPT/DIV: PRCS / 2. ORIGINATING STAFF PERSON: 5-Tek/eo l v_02p EXT: { I I 3. DATE REQ. BY: 4. TYP F DOCUMENT (CHECK ONE): C NTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) UUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG #): ❑ INTERLOCAL ❑ OTHER nn��''' p`, 1 /'.�. 5. PROJECT NAME: L J�AQW PA11�,i - LA vOTI N ✓ �y 6. NAME OF CONTRACTOR' �,� • G'1i('O v � t h LvN� D , ,�t,1 ADDRESS: aa3 3 ' K�v�- I L� 4- - '--1 TELEPHONE: ∎ O tz•' 1 Si ' y E -MAIL: FAX: �^n_�1 -/ SIGNATURE NAME: P4AnA (� TITLE: ' ' �t-11 Yom' 7. EXHIBITS AND ATTACHMENTS' . SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ urn # (e0211 23 3 5 S , EXP. 7 &L/ 1 ALL £� Y yr. 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: lL (i� �'� ._ ^ Orr �1 1 '1 a's q,.Sn 3gt2•s") �( t,I % 6G1?)1 •'" EXPENSES A 1� S S TAX IF AN 9. TOTAL COMPENSATION: $11 7 L3 • 0 t 'r 1 S1 1 .� 1 (INCLUDE �') I ) t (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO -IF YES, $ -' 1 1 4 41 PAID BY: d{ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 303 .. 1) (D-1-31- 5' I I /� ( - 7 L ^ `{ / 10. DOCUM / CONTRACT REVIEW INIT , L / DATE REVIEWED INITIAL / DATE APPROVED ROJECT MANAGER _ ❑ SUPERVISOR ❑ DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) FLAW DEPT Ilee- 1l,li 1I t s— , —,Y -G- f2'2 ` CS NI . lb 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: V I -7--/ I II COUNCIL APPROVAL DATE: 1) a 1 ! /1 1.v 12. CONTRACT SIGNATURE ROUTING 1 3A / 1 ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: / DATE RECD: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE S GNED ❑LAW DEPT SIGNATORY (MAYOR OR DIRECTOR) . , d- C, CITY CLERK ,' ( ASSIGNED AG # AG# itt -CV SIGNED COPY RETURNED DATE SENT: 03 O3 -Ito 4RETURN ONE ORIGINAL COMMENTS: COr- 4LO M/24tep to CC4 ICI. Z(o . - C 4vvi.! N n-1`c a Zt4itc 4 coNGrC [o)(4. " ! . - *_ yIA - : ,vM4Y1C_c, Ctr- A Jr(- - tS -tin 1-eywk ■Ai1w►e. 11/9 DAVID A. CLARK ARCIIITLCTS, I'LLC City of Federal Way Town Square Park Phase 3 Site Lighting 37 REGISTERED ARCHITECT DAVID A, CLARK STATE OF WASHINGTON 31600 Pete von Reichbauer Way (formerly 20th Ave 5), Federal Way, WA PROJECT MANUAL RFB 15 019 December 9, 2015 A US Green Building Council Member Firm with LEED Accredited Professionals Licensed Architects in Arizona, California, Colorado, Hawaii, Oregon, Pennsylvania, Texas and Washington 33017 134th AVE SE, AUBURN, WA 98092 -8519 CITY OF FEDERAL WAY REQUEST FOR BID Federal Wav Town Sauare Park -Phase 3 Site Liahtina RFB # 15 -019 Project: Owner: Out for Bids: Pre -Bid Conference: Bids Due: Federal Way Town Square Park, Phase Three Site Lighting 31600 Pete von Reichbauer Way (formerly 20th Ave S) City of Federal Way Thursday, December 10, 2015 Wednesday, December 16, 2015 2 PM at the site Thursday, January 7, 2015 2 PM City Clerk Counter, 2nd floor, Federal Way City Hall 33325 8th Avenue South, Federal Way, Washington 98003 Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through the date, time and address listed above. Proposals received after the date and time listed above will not be considered. An informational meeting for interested contractors will be held at the date and time listed above at the site, Town Square Park, 31600 Pete von Reichbauer Way (formerly 20th Ave S), Federal Way, WA to discuss the work to be performed. All prospective bidders are strongly encouraged to attend. All bids will be opened and read publicly aloud at the City Hall council chambers or adjacent conference room at the date and time listed above, 33325 8th Avenue South, Federal Way, Washington, for this RFB. All bid proposals shall be accompanied by a bid deposit by a cashier's or certified check, or Bid Bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into a contract and furnish satisfactory Performance Bond within the time stated in the specifications, the bid deposit or bond shall be forfeited to the City of Federal Way. This project consists of the Site Lighting for the Town Square park, which includes 16 loop trail lights, poles and concrete bases, 4 parking lot lights, poles and bases, wiring in existing conduits, some miscellaneous new conduit, minor earthwork, to improve an existing park as indicated on the drawings and in this project manual. Engineer's estimate is $85,761 plus WSST. The Contractor shall complete all work within 60 calendar days The bidder is urged to check the plans and contract provisions carefully. All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents now on file in the Parks Office of the City of Federal Way. Bid documents may be obtained from the Architect at 253- 351 -8877 or sbrown @clarkarchitects.com. Bid Documents are also available for review at major Plan Centers. No bidder may withdraw his /her bid for a period of sixty (60) days after the day of bid opening. For technical questions, please contact the Architect, David A. Clark Architects PLLC, 33017 134th Ave SE, Auburn, WA 98092, dclark @clarkarchitects.com tel 253 - 351 -8877 The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d -4 and Title 49 C.F.R., Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- assisted programs of the Department of Transportation City of Federal Way RFB # 15 -019 Town Square Park Page 2 2015 RFB ver. 4-15 issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The City encourages minority and women -owned firms to submit bids consistent with the City's policy to insure that such firms are afforded the maximum practicable opportunity to compete for and obtain public contracts. The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining to equal employment opportunities. The City anticipates awarding this project to the successful bidder and intends to give Nome to Proceed as soon as the Contract and all required associated documents are executed in full. The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. No bidder may withdraw his or her bid after the hour set for the opening thereof unless the award is delayed for a period exceeding thirty (30) days. Dated the 8"' day of December, 2015 Dates of Publication: City of Federal Way Town Square Park RFB ver. 4 -15 Federal Way Mirror — December 11 & 18, 2015 Daily Journal of Commerce — December 10 & 16, 2015 Page 3 RFB # 15 -019 2015 BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not so complying. ❑ Bid F rm (Attachment A) The Bid Form shall be completed and fully executed, including filling in the total bid amount. ❑ Bid Signature Page (Attachment B) The Bid Signature Page shall be filled in and fully executed by the bidder. ❑ Bid Bond Form (Attachment C) This form is to be executed by the bidder and the surety company unless a certified check is submitted with the bid. The amount of this bond or certified check shall not be less than five percent (5 %) of the total bid amount and shall be shown in both words and figures. ❑ Subcontractor List (Attachment D) The Subcontractor List shall be filled in by the bidder. (This section may /may not apply) ❑ Combined`Af idavit and Certification Form (Attachment E) This form must be subscribed to and sworn before a Notary Public and notarized. ❑ Contractor's Compliance Statement (Attachment F) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. ❑ Contractor's Certificate of Registration The bidder shall provide a copy of Contractor's current registration with the State of Washington. ❑ Contractor's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise tax registration number. City of Federal Way Town Square Park RFB ver. 4 -15 Page 4 RFB # 15 -019 2015 SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded: ❑ Public Works Contract (Attachment G) The successful bidder will fully execute and deliver to the City the Federal Way Town Square Park Public Works Contract ("Contract ") from these Bid Documents. ❑ Contractor's Retainage Agreement or Retainage Bond (Exhibit C or D) The successful bidder will fully execute and deliver to the City the Contractor's Retainage Agreement or Retainage Bond. ❑ Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment (Exhibit E) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. ❑ Certificate of Insurance (Exhibit F) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance /Payment Bond (Exhibit G) The successful bidder will provide a fully executed Performance /Payment Bond as appropriate. ❑ Business License The successful bidder will provide a copy of a current Business License with the City of Federal Way. City of Federal Way Town Square Park RFB ver. 4-15 Page 5 RFB # 15 -019 2015 SECTION 1: INSTRUCTIONS TO BIDDERS 1 -1 Time and Place for Submission and Opening of Bids Sealed bids must be submitted by on the date and time listed in the call for bids, to the Purchasing Office of the City of Federal Way (the "City "), located on the second floor of City Hall, or received by US Mail at City of Federal Way, Purchasing Office, 33325 Eighth Avenue S, Federal Way, Washington, 98003 -6325, and will be publicly opened and read aloud in City Hall Council Chambers on the date and time listed in the call for bids. The City's Purchasing Coordinator must receive the sealed bid before the time and date specified in order to be considered. Telex or facsimile bids will not be accepted. The bidder accepts all risks of late delivery of mailed bids or of misdelivery regardless of fault. Late bids will be returned unopened. 1 -2 Bid Form Bids shall be made on the "Bid Form" (Attachment "A ") issued by the City as part of these contract documents, without reservation or amendment. Bids must be typewritten or printed in ink. Upon completion, the Bid Form and the bid bond or certified check and any requested information shall be placed in a sealed envelope. On the outside of the envelope, place the bid name, bid number and the time bids are due. 1 -3 Bid Signature All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized representative, with the address. If the bid is made by an individual, the name, signature, and address must be shown. If the bid is made by a firm or partnership, the name and address of the firm or partnership and the signature of at least one of the general partners must be shown. If the bid is made by a corporation, the bid shall show the title of the person authorized to sign on behalf of the corporation, his or her title and the address. The City reserves the right to request documentation showing the authority of the individual signing the bid to execute contracts on behalf of anyone, or any entity, other than himself /herself. Refusal to provide such information upon request may cause the bid to be rejected as nonresponsive. 1 -4 Bid Withdrawal Due to Error Bids may not be withdrawn due to a claim of error in a bid unless written notice of such claim and supporting evidence for such claim including cost breakdown sheets are delivered to the City within forty -eight (48) hours prior to the opening of bids. 1 -5 Modification of Bid A modification of a bid already received will be considered only if the modification is received prior to the time announced for bid opening. All modifications shall be made in writing, executed, and submitted in the same form and manner as the original bid. City of Federal Way Town Square Park RFB ver. 4 -15 Page 6 RFB # 15 -019 2015 1 -6 Examination of Bid and Contract Documents — Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and /or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. 1 -7 Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall be made by facsimile, or by mail, and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1 -1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the bid. 1 -8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1 -9 Bid Price The bid price shall include everything necessary for the completion of the contract including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales tax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and /or the total price, the unit price will govern and the extended amount and /or total price will be corrected accordingly; however, downward correction of a bid, which would displace the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. 1 -10 Postponement of Bid Opening The City reserves the right to postpone the date and time for the opening of bids by announcing such postponement at any time prior to the date and time announced in these documents. City of Federal Way Town Square Park RFB ver. 4-15 Page 7 RFB # 15 -019 2015 1 -11 Rejection of Bids A. The City reserves the right to reject any bid for any reason including, but not limited to, the following: any bid which is incomplete, obscure, irregular or lacking necessary detail and specificity; any bid which omits a price on any one or more items on the Bid Form and Bid Schedule; any bid in which prices are unbalanced in the opinion of the City; any bid accompanied by insufficient or irregular bid bond; any bid from bidders who (in the sole judgment of the City) lack the qualifications and /or responsibility necessary to perform the work after considering the elements in Section 1 -14.B; any bid for which a bidder fails or neglects to complete and submit any qualifications information within the time specified by the City and as may be otherwise required herein; and, any bid submitted by a bidder who is not registered or licensed as may be required by the laws -of the State of Washington. B. The city further reserves the right to reject any portion of any bid and /or to reject all bids. In consideration for the City's review and evaluation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1 -12 Alterations to Documents Prohibited Any addition, limitation or provision attached to the bid may render it informal or nonresponsive and cause its rejection. Alteration by erasure or interlineations must be explained or noted in the bid form over the signature of the bidder. No oral, telegraphic or telephonic bids or modifications will be considered. 1 -13 Disqualification of Bidder If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non- Collusion (Attachment E) with their bids. 1 -14 Evaluation of Bids It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. B. Responsibility — The City will consider all the material submitted by the bidder, and other evidence it may obtain including information from previous project owners, to determine whether the bidder is responsible. The bidder must meet the following bidder responsibility criteria and supplemental bidder responsibility criteria to be considered a responsible bidder: 1. Mandatory Bidder Responsibility Criteria a. Have a current certificate of registration as a contractor in compliance with City of Federal Way RFB # 15 -019 Town Square Park Page 8 2015 RFB ver. 4 -15 Chapter 18.27 RCW, which must have been in effect at the time of bid submittal; b. Have a current Washington Unified Business Identifier (UBI) number; c. If applicable: i. Have Industrial Insurance (workers' compensation) coverage for the bidder's employees working in Washington, as required in Title 51 RCW; ii. Have a Washington Employment Security Department number, as required in Title 50 RCW; iii. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria a. The bidder shall not have a record of excessive claims filed against the retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. b. The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully completed" and of a "similar size and scope." c. The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (B)(2) above, the apparent low bidder must submit the following documentation to the City within 48 hours of the bid opening. The City reserves the right to request such documentation from other bidders also. Refusal to provide such information upon request may cause the bid to be rejected. a. The bidder shall submit a list of the public works projects completed within the previous three years and include for each project the following information; the owner and contact information for the owner; a list of claims filed against the retainage, payment, or performance bond for any of the projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract amount; the final contract amount; a description of the scope of the project and how the project is similar to this project; the bidder's assessment of its performance of each project. The information should include any information regarding performance in the following areas; quality control; safety record; timeliness of performance; use of skilled personnel; management of subcontractors; availability of and use of appropriate equipment; compliance with contract documents; management of submittals process, change orders, and close -out. c. The bidder shall furnish acceptable evidence of the bidder's current ability to City of Federal Way Town Square Park RFB ver. 4 -15 Page 9 RFB # 15-019 2015 perform, such as firm commitments by subcontractors, equipment, supplies and facilities, and the bidder's ability to obtain the necessary personnel. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(2) above and is therefore not a responsible bidder, the City shall notify the bidder in writing with the reasons for its determination. If the bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the City's determination by presenting additional information to the City and meeting the requirements of section 1- 20(B). The City will consider the additional information before issuing its final determination. If the final determination affirms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days after the bidder determined to be not responsible has received the final determination. C. Lowest Bid - The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perform all other acts required by the bid and contract documents as conditions precedent to formation of the contract. 1 -15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and /or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1 -16 Bid Documents Bidders are required to submit with the bid package the following: A. Attachment A- Bid Form. B. Attachment B- Bid Signature Page. D. Attachment C- Bid Bond Form. E. Attachment D- Subcontractor List. (May Not Apply) F. Attachment E- Combined Affidavit and Certification Form. G. Attachment F- Contractor's Compliance Statement. 1 -17 Conflicts of Interest and Noncompetitive Practices By submitting a bid, the Contractor agrees as follows: City of Federal Way Town Square Park RFB ver. 4 -15 Page 10 RFB # 15 -019 2015 A. Conflict of Interest — That it has no direct or indirect pecuniary or proprietary interest, that it shall not acquire any interest which conflicts in any manner or degree with the work, services, equipment or materials required to be performed and /or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the City and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. B. Contingent Fees and Gratuities 1. That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and 2. That no gratuities in the form of entertainment, gifts or otherwise, were offered or given by the Contractor or any of its agents, employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable treatment with respect to the awarding or amending, or the making of any determination with respect to the performance of this contract. 1 -18 Bid Security No bid will be considered unless accompanied by either a cashier's or certified check in an amount equal to five percent (5 %) of the Total Bid Price as indicated on Attachment A, "Bid Form ", or a bid bond in the form of Attachment C or a letter of credit for a like amount. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work (including the providing of any evidence of insurance and /or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid bond is submitted in lieu of a check, it shall be executed by a corporate surety authorized to transact business in the State of Washington and in the form prescribed in Attachment C, "Bid Bond." If a letter of credit is offered in lieu of a check or bidder's bond, it shall be issued as an irrevocable documentary letter of credit drawn on a banking institution licensed to do business in the State of Washington. The letter of credit shall include instruction and provisions prescribed in Attachment C, "Bid Bond." Any questions as to the qualification of the banking institution or instruction shall be submitted to the City at least ten (10) days prior to the bid submittal date. The check, bidder's bond or letter of credit shall be attached to the bid form. The City further reserves the right to hold all bids (and the accompanying bid security) from the date of the bid opening until the contract and any performance /payment bond are executed, provided that such period does not exceed ninety (90) days, and each bid shall remain effective during that period. 1 -19 Performance /Payment Bond The bidder to whom the City has awarded this Contract will remove the Performance /Payment Bond (Exhibit G) attached to the Public Works Contract and deliver it City of Federal Way Town Square Park RFB ver. 4-15 Page 11 RFB # 15 -019 2015 to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100 %) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the State of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance /Payment Bond (Exhibit G) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8 "Indemnification" of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a performance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. 1 -20 Bid Dispute A. Any actual or prospective bidder, including sub - contractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the procedures set forth herein. Protests based on the specifications or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted not later than ten (10) calendar days prior to said date, or shall be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon which the protest is based; provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: City of Federal Way Federal Way, Washington 98003 -6325 Attention: Bid Protest -- Federal Way Town Square -Phase 3 Site Liahtinq RFB # 15 -019 C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the City, the City will promptly issue a decision in writing stating the reasons for the action taken and informing the aggrieved person of his or her right to appeal the decision to the Mayor or his or her designee. A copy of the decision City of Federal Way Town Square Park RFB ver. 4-15 Page 12 RFB # 15 -019 2015 shall be mailed (by certified mail, return receipt requested) or otherwise promptly furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the Mayor or his or her designee. If the decision is appealed, then the subsequent determination of the Mayor or his or her designee shall issue within five (5) days of the Mayor's receipt of the appeal and shall be final and conclusive. D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall result in rejection thereof by the City. SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 2 -1 Administration This contract will be between the City and the Contractor who will be responsible for delivering all equipment and performing all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to perform the services hereunder. Such personnel shall not be employees of the City. The Contractor's performance under this contract will be monitored and reviewed by Steve Ikerd, Facilities Manager. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Steve Ikerd, Facilities Manager for response. 2 -2 Proof of Compliance with Contract In order that the City may determine whether the Contractor has complied with the requirements of the contract documents, the Contractor shall, at any time when requested, submit to the City properly authenticated documents or other satisfactory proofs as to the Contractor's compliance with such requirements. 2 -3 Contract Documents and Precedence The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, Town Square Park Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Technical Specifications, Addenda and Change Orders, and the Town Square Park Special Provisions. The contract documents are intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. 2 -4 Charges to Contractor City of Federal Way Town Square Park RFB ver. 4-15 Page 13 RFB # 15 -019 2015 Charges which are the obligation of the Contractor under the terms of the contract shall be paid by the Contractor to the City on demand and may be deducted by the City from any money due or to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. 2 -5 Change Orders The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment. If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the performance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly. However, no claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. All change orders are limited to 15% overhead /profit markup for both the contractor and the subcontractor, with no additional markup allowed for small tools, insurance, bonding, insurance and the like. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order form from the City or after giving the City the written notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this contract. 2 -6 Work and Materials Omitted The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the contract and the value of the omitted work and materials will be deducted from the contract price and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 2 -7 Washington State Sales Tax The Contractor shall make payment directly to the State for all applicable Washington State sales taxes and all other governmental taxes, assessments and charges. 2 -8 Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. City of Federal Way RFB # 15 -019 Town Square Park Page 14 2015 RFB ver. 415 2 -9 Warranty All materials and equipment sold and labor performed under this contract are warranted by the Contractor to be free from defects in materials or workmanship for a period of at least one (1) year from date of delivery and installation; provided, however, that this warranty may extend beyond this time period pursuant to any attached warranties. If the merchandise sold or work performed hereunder is defective on account of workmanship or materials, the Contractor agrees to replace the merchandise or, at the City's sole option, repair the defective merchandise. All defects in work or materials shall be promptly corrected. 2 -10 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute a waiver, modification or exclusion of any express or implied warranty or any right under this contract or in law. 2 -11 Legal Relations The Contractor shall comply with all of the City's resolutions and regulations applicable under this contract and with any local, state or federal law or regulation applicable to the materials, equipment or service provided under this contract. Neither the Contractor nor the City shall assign any interest, obligation or benefit under or in this contract or transfer any interest in the same, whether by assignment or novation, without prior written consent of the other party. This contract shall be binding upon and inure to the benefit of the successors of the parties. 2 -12 Applicable Law and Forum Except as hereinafter specifically provided, this contract shall be governed by and construed according to the laws of the State of Washington including, but not limited to, the Uniform Commercial Code, Title 62A RCW. Any suit arising herefrom shall be brought in King County Superior Court, which shall have sole and exclusive jurisdiction and venue. 2 -13 Hazardous Chemical Communication In order to comply with WAC 296 -62 -054, Hazard Communication, the Contractor shall submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the following information in the MSDS: A. Chemical Abstract Service (CAS) numbers for every chemical that is listed in the MSDS. B. If the product is actually used diluted, the dilution rate should be so stated in the MSDS and the hazards and corresponding personal protection, etc., also be listed. City of Federal Way Town Square Park RFB ver. 4 -15 Page 15 RFB # 15 -019 2015 C. A statement as to the intended use of the product. 2 -14 Delivery and Liquidated Damages Time is of the essence of the contract and each and all of its provisions in which performance is a factor. The Contractor will be held to strict compliance with the prescribed date(s) set forth in these contract documents. For each and every day that delivery is delayed beyond the specific date(s), damage will be sustained by the City. Because of the difficulty in computing the actual damages and disadvantages to the City, and as a reasonable forecast of actual damages which the City will suffer by the delay in delivery, the parties agree that for each such delay the Contractor will pay the City liquidated damages (and not as a penalty) in accordance with Section 1.3 of Attachment G, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from any payment owing to the Contractor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. 2 -15 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the Contractor or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes. 2 -16 Patents, Copyrights and Rights in Data Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. The Contractor agrees that the ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is specified to be delivered under this contract, whether or not complete (referred to in this subsection as "Subject Data "), shall be vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract with the City. All such Subject Data furnished by the Contractor pursuant to this contract, other than documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be requested by the City. The Contractor shall also place their endorsement on all Subject Data furnished by them. All such identification details shall be subject to approval by the City prior to printing. The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. 2 -17 Patents and Royalties The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. City of Federal Way Town Square Park RFB ver. 4-15 Page 16 RFB # 15 -019 2015 The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, harmless against any and all demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, materials, computer programs or equipment in lieu thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all respects to the City. 2 -18 Disagreements, Disputes, Claims, and Appeals If any disagreements occur with anything required in a change order, another written order, or an oral order from the Project Engineer, including any direction, instruction, interpretation, or determination by the Project Engineer, the Contractor shall follow the procedures outlined in Standard Specification Sections 1 -04.5 and 1- 09.11, which are incorporated by this reference. By failing to follow the procedures of Sections 1 -04.5 and 1- 09.11, the Contractor completely waives any claims for protested Work. Any claims or causes of action shall be brought only in the Superior Court for King County, Washington 2 -19 Recycled Products The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. In the event this RFB covers the sale of product to the City that is capable of containing recycled materials, Contractor is hereby advised that the City intends to procure products with recycled content, pursuant to the recycled content notice delivered with these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, including a percentage of post- consumer waste that is in the product. This certification is required to be in the form of a label on the product or a statement by the Contractor attached to the bid documents. The certification on multi - component or multi - material products shall verify the percentage and type of post- consumer waste and recycled content by volume contained in the major constituents of the product. The Contractor agrees to grant the City, as a procuring agency, permission to verify the certification of recycled content by review of the bidder's or manufacturer's records as a condition of any bid award, in the event of a bidder's protest, or other challenge to the bid accepted. City of Federal Way Town Square Park RFB ver. 4 -15 Page 17 RFB # 15 -019 2015 AttachmentA BID FORM QTY OF FEDERAL WAY Federal Way Town Square Park -Phase 3 Site Lighting RFS # 15 -019 31600 20th Ave. S, Federal Way WA Bidder: COn5AXArt q./Yvv Date: 11 Lump Sum Bid: A. All site lighting work as required on sheet E -001 and this project manual $ l 9, l (e3 .01 B. Washington State Sales Tax 93% $ 115-11.41 Total LUMP SUM B/d Amount (including Washington State Sales Taxes, Government taxes agents and . $ , 3 IO • SO To City Council Members City of Federal Way 33325 8th Ave South Federal Way, Washington 98003 -6325 Pursuant to and in compliance with your advertisement for bids for construction of and other documents relating thereto, the undersigned has carefully examined all of the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of Federal Way Town Square Park, and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the contract documents, for the above - referenced amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5 %) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within forty-five (45) calendar days after the day of the bid opening and the undersigned fails to execute the Federal Way Town Square Park Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. Bond or Certified Check Celeri."tte.d SCIL Dollars ($ .`'t, 3101.03 The Bidder shall complete phis'entir Diu , ...... _. this bid may be considered non - responsive. The City may correct obvious mathematical errors. The City of Federal Way reserves the light to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. City of Federal Way Town Square Park RFB ver. 4-15 5-019 Page 18 2015 Receipt of the following Addendum No. Pt Addendum No..." o.. Addendum No. is hereby acknowledged Date Issued: Date Issued: Date Issued: r pofc�-� -v rv\ Corporation/Partnership/Individual (Delete Two) rnw;rr C,L 9cr i vn P Bidder's State license No. ao - so vci l Bidder's State Tax loo. Firm Name City of Federal Way Town Square Park RFB ver. 4-15 Signature o `, `ate Tie r` 44 4tfrt Page 19 RFB # 15-019 2015 Attachment 8 BID SIGNATURE PAGE Date: I s1 LP r�� The undersigned bidder hereby proposes and agrees to deliver the equipment and/or services pursuant to the Federal Way Town Square Park and comply with all other terms and conditions of the contract and bid documents of RFB 15 -019. No bidder may withdraw his/her bid for a period of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. C 5r c k c' C�IW -vt f Y\o- on/Pa ersh�/Individual o Company (Delete Two) City of Federal Way Town Square Park RFB ver. 4-15 I _ I1 . L4t� In :;f "To Ti rn rna(flto (Finn fume) CA 1Ylowlat o(r a?-3 Ise Ave. S . iOS SatIth. t tALisk (31iIN (Address) V)(-151 -? *V i, (Telephone Number) 15-019 Page 20 2015 Attachment C BID BOND FORM Herewith find deposit in the form of a certified dheck, cashiers check, cash, or bid bond in the amount of $ 3(f1 .03 , which amount is not less than five percent (5%) of the total bid. BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, Wi.-k 0 , as Prindpal, and , as Surety, awe and firmly bound unto the City of Federal Way, as Obligee, in the penal sum of 44-, 3 6+, and /100 dollars (Vic-,36 , 03 ), for the payment of which the Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Prindpal fox. Federal Way Town Square Park, Phase 3 Site Lighting, 31600 Pete von Reichbauer Way (formerly 2Oa' Ave S), Federal Way, WA RFB # 15-019 According to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise, it shall be, and remain in full force and effect, and the Surety shall forthwith pay and forfeit to the Obligee as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 6-4 DAY OF 201 Surety Date: 6 , 20 Received return of deposit in the sum of $ City of Federal Way Town Square Park RFB ver. 4-15 RFB # 15-019 Page 21 2015 Attachment SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 Federal Way Town Square Park, Phase 3 Site Lighting, 31600 Pete von Reichbauer Way (formerly 200` Ave S), Federal Way, WA RFB # 15-019 Failure to fist subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 1928 RCW, or identify the bidder for the work will result in your bid being non - responsive and therefore void. Subcontractors that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW, must be named below, or name the bidder for the work. The bidder verifies that each first tier subcontractor, and every subcontractor of any tier that hires other subcontractors, has a current certificate of registration in compliance with chapter 18.27 RCW; a current Washington Unified Business Identifier (UBI) number; has Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; has a Washington Employment Security Department number, as required in Title 50 RCW, if applicable; has a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; has an electrical contractor license, if required by Chapter 19.28 RCW, if applicable; has an elevator contractor license, if required by Chapter 70.87 RCW. The following listed bid items (listed in numerical sequence) for this project have been proposed for subcontracting to subcontractors as indicated. SUBCONTRACTOR NAME M .Toru-s £krAriL ITEM NUMBERS ESTIMATED AMOUNT A t i tdr1 ID . coo WMBE QUALIFIED? (YIN) N City of Federal Way Town Square Park RFB ver. 415 RFB # 15-019 Page 22 2015 Attachment E City of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non - Collusion, Anti- Trust, Prevailing Wage (Non - Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON - COLLUSION AFFIDAVIT Being first duly sworn, deposes and says, that he/she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself /herself or to any other person any advantage over other Bidder or Bidders; and NOTICE TO ALL BIDDERS ON PROJECTS INVOLVING THE U.S. DEPARTMENT OF TRANSPORTATION ( USDOT) To report bid rigging activities call: 1 -800- 424 -9071 The U.S. Department of Transportation ( USDOT) operates the above toll -free hotline Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the hotline to report such activities. The hotline is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected; and CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice, overcharges resulting from anti- trust violations are, in fact, usually borne by the purdhaser. Therefore, vendor hereby assigns to purchaser any and all daims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti- trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception; and PREVAILING WAGE AFFADAVIT I, the undersigned, having duly sworn, deposed say and certify that in connection with the performance of the work of this project, will pay each dassification of laborer, workperson, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief; and city of Federal Way Town Square Park RFB ver. 4-15 Page 23 RFB # 15-019 2015 DEBARMENT AFFIDAVIT I certify that, except as noted below, the firm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. AFFIDAVIT OF ELIGIBILITY The Contractor certifies that it is properly licensed and registered under the laws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(1)(b), RCW 51.16.070(1)(b), or RCW 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or infractions within a five -year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. CERTIFICATION OF LAWFUL EMPLOYMENT The contractor hereby certifies that it has complied with all provisions of the Immigration and Nationality Act, now or as herein after amended, 8 USC Section 1101 et. seq., and that all employees, including subcontractor employees, are lawfully permitted to perform work in the United States as provided in this agreement with the City of Federal Way. FOR: Non - Collusion Affidavit, Assignment of Anti -Trust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. Federal Way Town Square Park, 31600 20th Ave S, Federal Way, WA RFB # 15 -019 Name of Bidder's Firm Sign ure of AutholViled Representative dder day of , 201c_. Subscribed and sworn to before me Notary Public State of Washington IAN M FARRELL My Appointment Expires May 1, 2019 City of Federal Way Town Square Park RFB ver. 4 -15 Farril( (printed /typed name of notary) Notary Public in and for the State of Washington My commission expires: S/ /rt Page 24 RFB # 15 -019 2015 Attachment F CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: __1_\311__. This statement relates to a proposal contract with the City of Federal Way named Federal Way Town Square Park, Phase 3 Site Lighting, 31600 Pete von Reichbauer Way (formerly 2e Ave S), Federal Way, WA RFB # 15-019 I am the undersigned bidder or prospective contractor. I represent that: I fal have, ❑ have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. City of Federal Way Town Square Park RFB ver. 415 By: Its: 1-07- i ryl -CMS Name of • Title aa-6 ts% Aires . ` cos Address 0-66i u YY'lamo w. Page 25 RFB # 15-019 2015 1 R I ' ; 1 : ' 111 I I! c. , 11 ii.11 le 4�r@II iiii 16 ofsi ' sa a Y � F . ij 9 91z I e . � 0 ga i$ � ��' 11. p s d g eit.1 t1 :1i 11 Z I:I 111 i 1 1 11 f r 1. . di ;1 iii 1 6 4a I 4 4 1 si cd 4 • I 'S `7AV AS 12 ___ -_ -__= w J a g E w R 0 w4 a 0 ri a 1}� i, :: _ ? -0 • VAV IL&QZ Attachment G PUBLIC WORKS CONTRACT FOR FEDERAL WAY TOWN SQUARE PARK - PHASE 3 SITE LIGHTING THIS PUBLIC WORKS CONTRACT (" Contract') is dated effective this day of January, 2016 and is made by and between the City of Federal Way, a Washington municipal corporation ("City or Owner "), and Metro Group LLC, DBA Conserve Energy, a Washington Limited Liability Company ("Contractor'. A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work described in article 1 below as necessary to improve an existing park located at 31600 20th Ave S, Federal Way, Washington (''Property'); and B. The Contractor has the requisite skill and experience to perform such work. NOW, THEREFORE, the parties ("Parties1 agree to the following terms and conditions: 1. SERVICES BY CONTRACTOR 1.1 Description of Work. Contractor shall perform all work and furnish all tools, materials, supplies, equipment, labor and other items incidental thereto necessary for the construction and completion of the work, more particularly described as the Federal Way Town Square park project Phase 3 Site Lighting, which includes 16 loop trail lights, poles and concrete bases, 4 parking lot lights, poles and bases, wiring in existing conduits, some miscellaneous new conduit, minor earthwork, to improve an existing park as indicated on the drawings and in this project manual. It is anticipated that construction will commence pending issuance of permits including without limitation as listed above ("Work "), in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached hereto as Exhibit H, Technical Specifications as Appendix A, Project Drawings attached as Appendix B and current Prevailing Wage Rates attached as Appendix C, current WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, together with the APWA Supplemental (Division 1 -99) CStandard Specifications ") and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents "), which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or his or her designee. 1.2 Completion Date. 1.2.1 The Work shall be commenced within five (5) days of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed within 60 calendar days. In the event the Work is not substantially completed within the time specified, City of Federal Way Town Square Park RFB ver. 4 -15 Page 26 RFB # 15 -019 2015 Contractor agrees to pay to the City liquidated damages in the amount set forth in the formula included in Section 1.3 of this Contract. The Work shall not be deemed completed until the City has accepted the Work and delivered a written Notice of Completion of Public Works Contract in the form attached hereto as Exhibit "A." 1.2.2 Phased work, work by Others: This park is being completed in phases and with multiple contracts working at the same time. Contractor shall coordinate work with other contractors and the city to ensure proper coordination. Portions of this contract will be completed at separate times. There shall be no adjustment in cost for remobilization, schedule impacts or other items related to the phasing of this work. 1.3 Liquidated Damages. Time is of the essence of the Contract. Delays inconvenience the public and cost taxpayers undue sums of money, adding time needed for administration, inspection, and supervision. It is impractical for the City to calculate the actual cost of delays. Accordingly, the Contractor agrees to pay liquidated damages calculated on the following formula for its failure to complete this Contract on time: (1) To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for completion, and (2) To authorize the City to deduct these liquidated damages from any money due or coming due to the Contractor. LIQUIDATED DAMAGES FORMULA LD = 0.15C T Where: LD = Liquidated damages per working day (rounded to the nearest dollar). C = Original Contract amount. T = Original time for completion. When the Work is completed to the extent that the City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, the City may determine the Work is complete. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 Performance Standard. Contractor shall perform the Work in a manner consistent with accepted practices for other properly licensed contractors. 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permit, inspection or other fees, at its sole cost and expense. 1.6 Change Orders. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work. All such change orders shall be in the form of the Contract Change Order Agreement attached hereto as Exhibit "B," which shall be signed by both the Contractor and the City, shall specifically state the change of the Work, the completion date for such changed Work, and any City of Federal Way Town Square Park RFB ver. 4 -15 Page 27 RFB # 15 -019 2015 increase or decrease in the compensation to be paid to Contractor as a result of such change in the Work. Oral change orders shall not be binding upon the City unless confirmed in writing by the City. If any change hereunder causes an increases or decrease in the Contractor's cost of, or time required for, the performance or any part of the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing accordingly. The Contractor shall be limited to a total markup of 15% overhead and profit on the direct costs of the work. Overhead shall include office expenses, bonding, insurance, small tools, trailer, superintendent and the like. No claim for Toss of profit for time that could be spent on other projects shall be allowed. Subcontractors shall be subject to the same terms and conditions. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order from the City or after giving the written notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this Contract. 1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 1.8 Utility Location. Contractor is responsible for locating any underground utilities affected by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the "one call" locator system before commencing any excavation activities. 1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction materials including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction debris, etc., to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City of Federal Way. 1.10 Weather. Contractor understands and acknowledges that this geographical region experiences an extensive rainy season. Contractor acknowledges that it is experienced with working on and accomplishing similar projects during this rainy season and has prepared, its bid taking the impacts of the rainy season on the progress of the work into full consideration. Accordingly, the Owner will authorize additional costs or extensions of time to the Contract unless the job site experiences a (100) year (1 %) (or greater) storm event, in which case adjustments to the contract amount or time may be allowed, depending upon the particular facts and circumstances at that time. 2. TERM City of Federal Way Town Square Park RFB ver. 4 -15 Page 28 RFB # 15 -019 2015 This Contract shall commence on the effective date of this Contract and continue until the substantial completion of the Work, which shall be no later than the time frame indicated in article 1.2, TIME, and the expiration of all warranties contained in the Contract Documents ("Term'). 3. WARRANTY 3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the Work, and is appropriately accredited and licensed by all applicable agencies and governmental entities, including but not limited to being registered to do business in the City of Federal Way by obtaining a City of Federal Way business registration. Contractor represents that it has visited the site and is familiar with all of the plans and specifications in connection with the completion of the Work. 3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all Work which the City deems to have defects in workmanship and material discovered within one (1) year after the City's final acceptance of the Work as more fully set forth in the General Conditions of the Contract; provided, however, that this warranty may extend beyond this time period pursuant to any warranties attached hereto and incorporated by this reference. This warranty shall survive termination of this Contract. Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute waiver, modification or exclusion of any express or implied warranty or any right under this Contract or law. 4. COMPENSATION 4.1 Total Compensation. In consideration of the Contractor performing the Work, the City agrees to pay the Contractor an amount not to exceed Eighty-Seven Thousand, Three Hundred Forty and 50/100 Dollars ($87,340.50), which includes Washington State Sales Taxes and which amount shall constitute full and complete payment by the City ("Total Compensation "). 4.2 Contractor Responsible for Taxes. The Contractor shall be solely responsible for the payment of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of this Contract. 4.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for any of the Work not completed in a satisfactory manner, in the City's sole discretion, which shall be withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. 4.4 Method of Payment. The basis of payment will be the actual quantities of work performed according to the contract and as specified for payment. Payments will be made for work and labor performed and materials furnished under the contract according to the price in the proposal unless otherwise provided. Partial payments will be made once each month, based on partial estimates prepared by the Engineer and signed by the Contractor. Failure to perform any obligation under this Contract may be adequate reason for the City to withhold payments until the obligation is performed. Upon completion of all work and after final inspection, the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. City of Federal Way RFB # 15 -019 Town Square Park Page 29 2015 RFB ver. 4 -15 4.5 Retainage. Pursuant to Chapter 60.28 RCW, five percent (5 %) of the Total Compensation shall be retained by the City to assure payment of Contractor's state sales tax as well as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete, execute and deliver to the City the Contractor Retainage Agreement attached hereto as Exhibit "C" or execute the Retainage Bond attached hereto as Exhibit "D." No payments shall be made by the City from the retained percentage fund ("Fund ") nor shall the City release any retained percentage escrow account to any person, until the City has received from the Department of Revenue a certificate that all taxes, increases, and penalties due from the Contractor and all taxes due and to become due with respect to the Contract have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the State's lien on the retained percentage. Upon non - payment by the general contractor, any supplier or subcontractor may file a lien against the retainage funds, pursuant to Chapter 60.28 RCW. Subcontractors or suppliers are required to give notice of any lien within forty-five (45) days of the completion of the Work and in the manner provided in RCW 39.08.030. Within sixty (60) days after completion of all Work on this Contract, the City shall release and pay in full the money held in the Fund, unless the City becomes aware of outstanding claims made against this Fund. 5. EQUAL OPPORTUNITY EMPLOYER In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age (except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Contractor shall comply with, and shall not violate any of the terms of, Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation regarding non - discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreements. If this project involves federal funds including USDOT funds administered by WSDOT, the contractor agrees to the clauses contained in Exhibit H. 6. INDEPENDENT CONTRACTOR /CONFLICT OF INTEREST 6.1 It is the intention and understanding of the Parties that the Contractor shall be an independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall pay all income and other taxes due. Industrial or any other insurance that is purchased for the benefit of the City, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an employment contract. It is recognized that Contractor may or will be performing professional services during the Term for other parties; provided, however, that such performance of other services shall not conflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. 6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the contractor agrees to notify the City and complete any required form if the Contractor retired under City of Federal Way Town Square Park RFB ver. 4 -15 Page 30 RFB # 15 -019 2015 a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do so. 7. CITY'S RIGHT TO TERMINATE CONTRACT 7.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be terminated without cause upon oral or written notice delivered to Contractor from the City. Upon termination, all supplies, materials, labor and /or equipment furnished prior to such date shall, at the City's option, become its property. In the event Contractor is not in breach of any of the provisions of this Contract, Contractor will be paid for any portion of the Work which has been completed to the City's satisfaction, calculated by the percentage amount that portion of the Work completed and accepted by the City bears to the Total Compensation. 7.2 Termination For Cause. The City may immediately terminate this Contract, take possession of the Property and all materials thereon and finish the Work by whatever methods it may deem expedient, upon the occurrence of any one or more of the following events: (1) If the Contractor should be adjudged a bankrupt. (2) If the Contractor should make a general assignment for the benefit of its creditors. (3) If a receiver should be appointed on the account of insolvency of Contractor. (4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient number of properly skilled workmen or proper materials for completion of the Work. (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction. (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the Mayor or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or (11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060. 7.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: City of Federal Way Town Square Park RFB ver. 4 -15 Page 31 RFB # 15 -019 2015 (1) Stop payments. The City shall cease any further payments to Contractor and Contractor shall be obligated to repay any payments it received under this contract. (2) Complete Work. The City may, but in no event is the City obligated to, complete the Work, which Work may be completed by the City's agents, employees or representatives or the City may retain independent persons or entities to complete the Work. Upon demand, Contractor agrees to pay to the City all of its costs and expenses in completing such Work. (3) Take Possession. The City may take possession of the Property and any equipment and materials on the Property and may sale the same, the proceeds of which shall be paid to the City for its damages. (4) Remedies Not Exclusive. No remedy or election under this Contract shall be deemed an election by the City but shall be cumulative and in addition to all other remedies available to the City at law, in equity or by statute. 8. INDEMNIFICATION 8.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hold the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities, including, without limitation, their respective agents, licensees, or representatives, arising from, resulting from, or connected with this Contract to the extent caused by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents, employees, or by the Contractor's breach of this Contract. Contractor waives any immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits acts or programs. 8.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its officers, directors, shareholders, partners, employees, and agents harmless from any and all claims, demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all persons or entities, including without limitation, their respective agents, licenses, or representatives, arising from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. 8.3 Survival. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination. 9. INSURANCE 9.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: (1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to the laws of the State of Washington; City of Federal Way Town Square Park RFB ver. 4 -15 Page 32 RFB # 15 -019 2015 (2) Commercial general liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death, products liability and property damage. (3) Automobile liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death and property damage. (4) If any structures are involved in the Contract, the Contractor shall maintain an All Builder's Risk form at all times in an amount no less than the value of the structure until final acceptance of the project by the City. 9.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the following provisions: (1) The City, its officers, officials, employees, volunteers and agents shall each be named as additional insured. (2) Coverage may not be terminated or reduced in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, to the City. (3) Coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self - insurance maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's insurance. (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (5) Coverage shall be written on an "occurrence" form as opposed to a "claims made" or "claims paid" form. 9.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto as Exhibit "F," which certificate must be executed by a person authorized by the insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. 9.4 Subcontractors. Contractors shall include all subcontractors as additional insured under its policies or shall furnish separate certificates for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. 9.5 Deductibles and Self- Insured Retentions. Any deductibles or self - insured retentions must be disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall either reduce or eliminate such deductibles or self - insured retentions or procure a bond guaranteeing payment for any amounts not covered by the insurance by reason of such deductibles or self - insured retentions. 9.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage that are appropriate for the scope of Work and are City of Federal Way Town Square Park RFB ver. 4 -15 Page 33 RFB # 15 -019 2015 satisfactory to the City. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. 9.7 Termination. The Contractor's failure to provide the insurance coverage required by this Section shall be deemed to constitute non - acceptance of this Contract by the Contractor and the City may then award this Contract to the next lower bidder. 10. PERFORMANCE /PAYMENT BOND Pursuant to RCW 39.08.010, Contractor shall post a Performance /Payment Bond in favor of the City, in the form attached to this Contract as Exhibit "G" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract; and to guarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. 11. SAFETY Contractor shall take all necessary precautions for the safety of employees on the work site and shall comply with all applicable provisions of federal, state and municipal safety and health laws and codes, including without limitation, all OSHA /WISHA requirements, Safety and Health Standards for Construction Work (Chapter 296 -155 WAC), General Safety and Health Standards (Chapter 296 -24 WAC), and General Occupational Health Standards (Chapter 296 -62 WAC). Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals and other safeguards at all unsafe places at or near the Work for the protection of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger signs warning against any known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 12. PREVAILING WAGES 12.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal -aid projects, Federal wage laws and rules also apply. The Hourly minimum rates for wages and fringe benefits are listed in Appendix C. The Contractor, any subcontractor, and all individuals or firms required by Chapter 39.12 RCW, Chapter 296 -127 WAC, or the Federal Davis -Bacon and Related Acts (DBRA) to pay minimum prevailing wages, shall not pay any worker less than the minimum hourly wage rates and fringe benefits required by Chapter 39.12 RCW or the DBRA. Higher wages and benefits may be paid. When the project is subject to both State and Federal hourly minimum rates for wages and fringe benefits and when the two rates differ for similar kinds of labor, the Contractor shall not pay Tess than the higher rate unless the state rates are specifically preempted by Federal law. City of Federal Way Town Square Park RFB ver. 4 -15 Page 34 RFB # 15 -019 2015 The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of Chapter 39.12 RCW because of the definition "Contractor" in Chapter 296- 127 -010 WAC, complies with all the requirements of Chapter 39.12 RCW. 12.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 12.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700- 029 -000. The City will make no payment under this contract for the work performed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. (2) A copy of an approved "Affidavit of Prevailing Wages Paid," State L&I form number F700- 007 -000. The City will not release to the contractor any funds retained under Chapter 60.28.011 RCW until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L&I and a certified copy of all the approved forms have been submitted to the City. The Contractor shall be responsible for requesting these forms from the State L&I and for paying any approval fees required by State L&I. Certified payrolls are required to be submitted by the Contractor to the City, for the Contractor and all subcontractors or lower tier subcontractors. 12.4 Disputes. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and the decision therein shall be final and conclusive and binding on all parties involved in the dispute. 13. FAILURE TO PAY SUBCONTRACTORS In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for any materials, or fail to pay any insurance premiums, the City may terminate this Contract and /or the City may withhold from the money which may be due the Contractor an amount necessary for the payment of such subcontractors, laborers, materials or premiums. City of Federal Way Town Square Park RFB ver..4 -15 Page 35 RFB # 15 -019 2015 14. OWNERSHIP OF DOCUMENTS All originals and copies of work product, including plans, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work shall become the property of the City and shall be delivered to the City at its request. 15. CONFIDENTIALITY Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 16. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and properly reflect all direct and indirect costs related to the performance of this Contract and such accounting procedures and practices as may be deemed necessary by the City to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspection, review or audit by the City, its authorized representative, the State Auditor, or other governmental officials authorized by law to monitor this Contract. 17. CLEAN UP At any time ordered by the City and immediately after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and /or the City may deduct its costs from any remaining payments due to the Contractor. 18. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY: 18.1 Contractor Verification. The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number; is not disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3); has industrial insurance as required by Title 51 RCW, if applicable; has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if applicable; possesses a valid electrical contractor license as required by chapter 19.28 RCW, if applicable; and possesses an elevator contractor license as required by chapter 70.87 RCW, if applicable. 18.2 Subcontractor Contracts. The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. Upon request of the Owner, the Contractor shall promptly provide documentation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. City of Federal Way Town Square Park RFB ver. 4 -15 Page 36 RFB # 15 -019 2015 18.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contractor license, if required by Chapter 70.87 RCW. 19. GENERAL PROVISIONS 19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. 19.2 Modification. No provisions of this Contract, including this provision, may be amended or added to except by agreement in writing signed by the Parties or their respective successors in interest. 19.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. 19.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such consent shall in no way release the Contractor from any of its obligations or liabilities under this Contract. 19.5 Successors In Interest. Subject to the preceding Subsection, this Contract shall be binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 19.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of any terms in this Contract, and the Contractor or City places the enforcement of the Contract or any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of any belongings, in the hands of an attorney, or file suit upon the same, each Party shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute related to this Contract shall be King County, Washington. 19.7 No Waiver. Failure of the City to declare any breach or default immediately upon occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or default. Failure of the City to declare one breach or default does not act as a waiver of the City's right to declare another breach or default. 19.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington. City of Federal Way Town Square Park RFB ver. 4 -15 Page 37 RFB # 15 -019 2015 19.9 Authority. Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. 19.10 Notices. Any notices required to be given by the City to Contractor or by the Contractor to the City shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be deposited in the United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail shall be deemed received three (3) days after the date of mailing. 19.11 Captions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Contract. 19.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. 19.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91 -54, as amended, occurs as a result of the formation and /or performance of this Contract, this Contract may be rendered null and void, at the City's option. 19.14 Conflicting Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. DATED the day and year set forth above. CITY OFF • ALW. By: f err e , Mayor -325 8th Avenue South Federal Way, WA 98003 -6325 ATTEST: I - rk, Stephanie Courtn APPROVED AS TO FORM: City Attorney, Amy Jo Pearsall City of Federal Way Town Square Park RFB ver. 4 -15 Page 38 RFB # 15 -019 2015 METRO GROUP, LLC, DBA CONSERVE ENERGY By: STATE OF WASHINGTON ) ) ss. COUNTY OF ) On this day personally appeared before me (Sig • ure) (Name) 2z3� cst -tNQ S. (vim WA- qdV f 3 (Address) -- �? 2 ( 1 (Phone) U k'00 , to me known to be the M M of vi 4119 6 ri; , Li. c that executed the foregoing ins 'trument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he /she was authorized to execute said instrument. GIVEN my hand and official seal this 16' day of F-e , 2016 a. a a a a a a.. a it Notary Public 1 State of Washington 1 HAESON PARK My Appointment Expires Oct 31, 2018 ( City of Federal Way Town Square Park RFB ver. 4 -15 Ho 5er POtT (typed /printed name of notary) Notary Public in and for the State of Washington. My commission expires 0 C 31 -�tg Page 39 RFB # 15 -019 2015 Date: t ❑ Original El Revised # NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: Notice is hereby given relative to the completion of contract or project described below Project Name Contract Number Job Order Contracting El Yes El No Description of Work Done/Include Jobsite Address(es) Federally funded transportation project? ❑ Yes ❑ No (if yes, provide Contract Bond Statement below) Contractor's Name E -mail Address Affidavit ID* Contractor Address Telephone # If Retainage is not withheld, please select one of the following and List Surety's Name & Bond Number. ❑ Retainage Bond ❑ Contract/Payment bond (valid for federally funded transportation projects) Name: IBond Number: Date Contract Awarded Date Work Commenced Date Work Completed Date Work Accepted Were Su>i con ti on this' project' If so, please =complete A' de-ll Yes: ease ed until all =a are Contract Amount Additions (+ ) Reductions (- ) Sub -Total Sales Tax Rate $ 0.00 o� (If various rates apply, please send a breakdown) Sales Tax Amount Liquidated Damages $ Amount Disbursed $ Amount Retained $ $ TOTAL $ 0.00 NOTE: These two totals must be equal TOTAL $ 0.00 Note: The Disbursing Officer must submit this completed notice immediately after acceptance of the work done under this contract. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates. Submitting Form: Please submit the completed form by email to all three agencies below. Contact Name: Email Address: raDepartment of Revenue Public Works Section (360) 704-5650 PWC©dor.wa.gov CjiWashington 5*ate peperenent ai Labor & industries Contract Release (855) 545 -8163, option # 4 ContractRelease©LNI. WA. GOV REV 31 0020e (10/26/15) F215- 038 -000 10 -2014 Title: Phone Number: Employment Security Department Registration, inquiry, Standards & Coordination Unit (360) 902-9450 publicworks@esd.wa.gov Addendum A: Please List all Subcontractors and Sub -tiers Below This addendum can be submitted in other formats. Provide known affidavits at this time. No L&I release will be !ranted until all affidavits are listed. Subcontractor's Name: UBI Number: (Required) Affidavit ID* For tax assistance or to request this document in an alternate format, please call 1- 800 -647 -7706. Teletype (TTY) users may use the Washington Relay Service by calling 711. REV 31 0020e Addendum (10/26/15) F215- 038 -000 10 -2014 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? If `Yes" Will the Policies Be Extended? ❑ Yes ❑ No ❑ Yes ❑ No PRICE CHANGE LUMP SUM: INCREASE $ DECREASE $ UNIT PRICE: THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE ADD OR DELETE TOTAL NET CONTRACT: INCREASE $ DECREASE $ STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. CONTRACTOR'S DEPT. DIRECTOR /MANAGER DATE SIGNATURE SIGNATURE City of Federal Way Town Square Park RFB ver. 4 -15 Page 40 RFB # 15 -019 2015 DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT $ PREVIOUS CHANGE ORDERS $ THIS CHANGE ORDER $ *ADJUSTMENTS $ NEW CONTRACT AMOUNT $ ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT City of Federal Way Town Square Park RFB ver. 4 -15 0 INCREASED $ 0 DECREASED $ DEPARTMENT DIRECTOR'S SIGNATURE Page 41 RFB # 15 -019 2015 City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 -6325 253- 835 -7000 EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT Bid /Contract Number IDENTIFICATION AND DESCRIPTION Project Title: Town Square Park Phase 3 Site Licihtina Contractor rolero L—,v�, . �,t� Representative Bid No. 15 -018 Date Administering Department Parks City Representative Steve Ikerd Funding Source Project Authority RETAINAGE FORMULA In accordance with applicable State Statutes, the following provisions will be made for the disposition of the retainage held for investment: 1. All investments selected below are subject to City approval. 2. Retainage under this agreement will be held in escrow by the (referred to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the investment program and the risk thereof is to be borne entirely by the contractor. 3. The final disposition of the contract retainage will be made in accordance with applicable statutes. CONTRACTOR'S INSTRUCTIONS Pursuant to RCW 60.28.010 I hereby notify the City of Federal Way of my instructions ❑ to invest Wiot to invest the retainage withheld under the terms of this contract. If the investment option is selected, please provide the following information: Name of Bank, Mutual Fund, or Savings & Loan Association: Address: Account #: Contact Person: Contractor: Date: By: Title: Address: Phone: Fed ID #: Est. Completion Date: CITY APPROVAL Approval of Investment Program and Retainage Agreement Finance Director Date CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No. Project Title: I hereby certify, as Contract Administrator for this Contract representing the City of Federal Way, that all work required by the above cited contract was completed on and final acceptance by the City was granted on I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department Also, please find attached certifications by the applicable state agencies of the receipt of: 1) Washington State Business Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept. of Labor & Industries); and 3) Employment Security, Unemployment Insurance Premiums (State of Washington Employment Security Dept.) City of Federal Way RFB # 15 -019 Town Square Park Page 42 2015 RFB ver. 4 -15 EXHIBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY FEDERAL WAY TOWN SQUARE PARK, PHASE 3 SITE LIGHTING KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned, as principal ("Principal"), and a Corporation organized and existing under the laws of the State of , as a surety Corporation, and qualified under the laws of the State of Washington to become surety upon bonds of Contractors with Municipal Corporations, as surety ("Surety"), are jointly and severally held and firmly bonded to the City of Federal Way ("City") in the penal sum of: ($ ) for the payment of which sum we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now existing or hereafter amended or adopted. B. Pursuant to proper authorization, the Mayor is authorized to enter into a certain contract with the Principal, providing for the Project, which contract is incorporated herein by this reference ("Contract "), and C. Pursuant to State law, Chapter 60.28 RCW, the City is required to reserve from the monies earned by the Principal pursuant to the contract, a sum not to exceed five percent (5 %), said sum to be retained by the City as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor or materialmen who shall perform any labor upon such contract or the doing of such work, and all persons who shall supply such person or persons or subcontractors with provisions and supplies for the carrying on of such work, and the State with the respect to taxes imposed pursuant to Title 82 RCW which may be due from said Principal. Every person performing labor or furnishing supplies towards completion of said improvement or work shall have a lien on said monies so reserved, provided that such notice of the lien of such claimant shall be given in the manner and within the time provided in RCW 39.08.030 as now existing and in accordance with any amendments that may hereafter be provided thereto; and D. State law further provides that with the consent of the City, the Principal may submit a bond for all or any portion of the amount of funds retained by the public body in a form acceptable to the public body conditioned upon such bond any proceeds therefrom being made subject to all claims and liens and in the same manner and priority as set forth retained percentages pursuant to Chapter 60.28 RCW; and E. The Principal has accepted, or is about to accept, the Contract, and undertake to perform the work therein provided for in the manner and within the time set forth, for the amount of $ • and F. The City is prepared to release any required retainage money previously paid by the Principal prior to acceptance and successful operation and fulfillment of all other terms of said contract upon being indemnified by these presents, NOW, THEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Contract, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and if the Principal shall pay to the State all taxes imposed pursuant to Title 82 RCW which may be due from such Principal as a result of this contract then and in the event this obligation shall be void; but otherwise it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Contract or to the Work. The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Contract without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Retainage Bond in a like amount, such increase, however, not to exceed twenty-five percent (25 %) of the original amount of this bond without consent of the Surety. City of Federal Way Town Square Park RFB ver. 4 -15 Page 43 RFB # 15 -019 2015 Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Contract, the Surety shall make written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the City, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation in accordance with the mediation procedures of United States Arbitration and Mediation (" USA&M"). The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA &M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101 -2327. The Surety shall not interplead prior to completion of the mediation. The parties have executed this instrument under their separate seals this day of 20 , the name and corporate seal of each corporate party hereto affixed, and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. CORPORATE SEAL: CORPORATE SEAL: City of Federal Way Town Square Park RFB ver. 4 -15 Page 44 PRINCIPAL By: Title: Address: SURETY By: Attorney -in -Fact (Attach Power of Attorney) Title: Address: RFB # 15 -019 2015 CERTIFICATES AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that , who signed the said bond on behalf of the Principal, was of said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Secretary of Assistant Secretary I hereby certify that I am the (Assistant) Secretary of the Corporation named as Surety in the within bond; that , who signed the said bond on behalf of the Surety, was of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. APPROVED AS TO FORM: Amy Jo Pearsall, City Attorney City of Federal Way Town Square Park RFB ver. 4 -15 Page 45 Secretary of Assistant Secretary RFB # 15 -019 2015 EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT TO: ALL EMPLOYEES AND TO: (Name of Union or Organization) The undersigned currently holds contract(s) with involving funds or credit of the City of Federal Way, Washington, or (a) subcontract(s) with a prime contractor holding such contract(s). You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant of employment because of race, color, creed or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATION SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above contract(s) or subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. Complaints may be submitted to: City of Federal Way Town Square Park RFB ver. 4 -15 City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 Page 46 RAJ V__c) ,) 611c.7 vt1 (Contractor or subcontractor) 2.- ( eV/ Date RFB # 15 -019 2015 E-4\-`,,\3',-+ F. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 02M9/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER All Pro Risk Management, Inc. 3047 78th Avenue SE Suite 202 Mercer Island WA 98040 CONTACT NAmE: Ken Yocum �p,q� PHOONE FN)•(206) 230 -0111 1_IAIC. Noe E- MAIL ken@allprorisk.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: MESA Underwriters Specialty Insurance Co ,WCn COMMERCIAL GENERAL LIABILITY INSURED Metro Group, LLC dba: Conserve Energy 14237 Interurban Ave S Tukwila WA 98178 INSURERS: The Hartford Insurance Company MP0046000300775 INSURER C : 08/12/2016 INSURERD: $ 1000000 INSURER E : S 100000 INSURER F : • VVV GNAW G.7 •a.1. 111 ,vr., ,�vn,a.r,.. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. iLTR TYPE OF INSURANCE ADDL SUBR wvn POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP JMM/DD/rYYY1 LIMn S A X ,WCn COMMERCIAL GENERAL LIABILITY X MP0046000300775 08/12/2015 08/12/2016 EACH OCCURRENCE $ 1000000 DAMAGE TO RENTED PREMISES (Ea occurrence) S 100000 CLAIMS-MADE n OCCUR MED EXP (My one person) $ 5000 /rte-- PERSONAL & ADV INJURY $ Excluded I- GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: —1 POLICY ❑ PRO- LOC OTHER: PRODUCTS - COMP /OP AGG $ Included $ B AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — X SCHEDULED NOTN-OWNED AUTOS 52UECVK7234 10/7/2015 10/7/2016 COM I ideo SINGLE LIMIT $1000000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per ��) $ $ A UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE X CXS0003468 2/19/2016 8/12/2016 EACH OCCURRENCE $ 1000000 AGGREGATE $ 1000000 $ DED 1 1 RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER PROPRIETOR/PARTNER/EXECUTIVE ECUTNE Yr �H (Mandatory in NH) �J Il C describe under DESCRIPTION OF OPERATIONS below N / A MP0046000300775 8/12/2015 8/12/2016 I PEaTllTE I X I ERH WA Stop Gap E.L. EACH ACCIDENT $1000000 $ 1000000 E . DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ 1000000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City of Federal Way, its officers, officials, employees, volunteers and agents are named as additional insureds per form CG2010 (04/13). Project: Town Square Park -Phase 3 Site Lighting ACORD 25 (2014/01) - . • The ACORD name and logo are registered marks of ACORD City of Federal Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Square Park -Phase 3 Site Lighting ACCORDANCE WITH THE POLICY PROVISIONS. 31600 Pete Von Reichbauer Federal Way, WA 98003 AUTHORIZED REPRESENTATIVE �� - /rte-- I- - -- all -2 —La.. _____._.I ACORD 25 (2014/01) - . • The ACORD name and logo are registered marks of ACORD POLICY /CERTIFICATE NUMBER: MP0046003003775 COMMERCIAL GENERAL LIABILITY CG20100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location(s) Of Covered Operations City of Federal Way Town Square Park -Phase 3 Site Lighting 31600 Pete Von Rechbauer Federal Way, WA 98003 It is further agreed that this insurance shall be primary and noncontributory but only in the event of the named insured's sole negligence. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section 11 — Who Is An Insured is amended to Include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 2010 0413 ® Insurance Services Office, Inc., 2012 Page 1 of 2 EXHIBIT G CITY OF FEDERAL WAY PERFORMANCE /PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned /'%° of the State of are held and firmly bonded unto the City of Federal Way, a Washington municipal corporation ("City") in the C�Gr%i�w 6 1-'W-i- Ae ("Principal ") and 4111- - the undersigned corporation organized and existing under the laws gaily doing business in the State of Washington as a surety `Surety"), penal sum of payment of w ' h e firmly bind selves and o jointly and severally. G " - is Dollars and /100 ($ R7,3,�-Z ¢ ) for the legal representatives, heirs, successors and assigns, This obligation is entered into an Agreement with the City dated 20 ,(for NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason of failure of performance as specified in the Agreement within a period of one (1) year after its final acceptance thereof by the City, then and in the event this obligation shall be void; but otherwise, it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to the Work. The Surety hereby agrees that modifications and changes may be made in terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond in a like amount, such increase, however, not to exceed twenty-five percent (25 %) of the original amount of this bond without the consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the city, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety insuring the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. City of Federal Way Town Square Park RFB ver. 4 -15 Page 48 RFB # 15 -018 2015 In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation in accordance with the mediation procedures of United States Arbitration and Mediation ( "USA &M "). The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA &M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101 -2327. The Surety shall not interplead prior to completion of the mediation. DATED this24day of Feb vt.t.A9vy , 20J CORPORATE SEAL OF PRINCIPAL: PRINCIPAL By: (Nme of Person Executing Bond) Its: Y►b (Title) 2233 (Sfi�J� �. 1r ( 5 SSeeztf (.e, kJ/4- (Address) - Z (Phone) STATE OF WASHINGTON ) ) ss. COUNTY OF V71 ) On this day personally appeared before me ' k6u , to me known to be the ; Yes" es(- of Me-Pro rc 1_C that executed the foregoing instrument, and acknowledged the said instrument 'to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he /she was authorized to execute said instrument. G . id . nd official seal this D-L/ day of re k r-ei , 20J Notary Public Notary State of Washington Nota HAESON PARK Nota My Appointment Expires Oct 31, pap City of Federal Way Town Square Park RFB ver. 4 -15 signature printed name (-Pcu.es,,,, Public in and for the State of Washington. mission expires O{i Page 49 RFB # 15 -018 2015 CORPORATE SEAL OF SURETY: APPROVED AS TO FORM: PAA Amy 30 Pearsall, City Attorney City of Federal Way Town Square Park RFB ver. 4 -15 By: Page 50 AMERICAN CONTRACTORS SURETY INDEMNIT„N COMPANY Attorney -in -F (Attach Power of Attorney) ADAM FEINBERG, ATTORNEY -IN -FACT (Name of Person Executing Bond) 601 S. FIGUEROA ST., SUITE 1600 LOS ANGELES, CA 90017 (Address) PH: 310 - 649 -0990 FX 310 - 645 -9274 (Phone) RFB #15 -018 2015 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of LOS ANGELES On DV(J ' before me, PATRICIA KANEGAWA PEREZ, NOTARY PUBLIC (insert name and title of the officer) personally appeared ADAM FEINBERG who proved to me on the basis of satisfactory evidence to be the person(z) whose name(6) is /ace subscribed to the within instrument and acknowledged to me that he/sivaltiRncexecuted the same in his/Mcr/Iteir authorized capacity(i ), and that by hisl tba signature()J) on the instrument the person(9, or the entity upon behalf of which the person(s) acted, executed the instrument. .d]LAAA Al I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. (Seal) POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY - IMPANY SPECIALTY UNITED STATES SURETY COMPANY U.S. SPE TY ,k SanO Company, an assumed - �rl Tinitrican c ors Ind rac s d a California lotr�'1 d ding G�np y, .nee � t o , Ipt St States Surety Cony;= corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies "), do by these presents make, constitute and appoint: Frank Mester, Adam Feinberg, Michael Chalekson, Porntip Tah Carazza, Linh Hua, Ii 'I 1' Flickinger of Los Angeles, Califon u ttome s ln- II . y() �. It Carla i eda �' ��k!Ie capacity ifm�e�n�d�ove, with full - hereby eonfcrredzn its name, place s b ee t acknowledge and-deive aalbonds, recognizance u aldUgs or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed * * * ** *Three Million * * * * ** Dollars ($ * *3,000,000.00 ** ), This Power of Attorney shall expire without further action on December 20, 2017. This Power of Attorney is granted under and by authority nfthetollowing resolutions adoptedby the Boards of Directors of th co 1p i��, II Be it R setved that President, any V�Prest ank mni Vice- President, any Sit cre 11 Ski s e illtary shall be and a stts:bsri tt power and au or rcrnppoint any one or rmare=staTstble pe ey(s )-in -Fact to re 1s a 1 pr I i alf of the Company�t th ll ng pravistorts. Attorney -in -Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Atto y-ln -Fact shall be binding upon the Company as�if signed by the President and sealed and effected ipo teSere�y. I '11 11 I i a lit olt that the signature of any iii fie e' € Company heretofirtre or hereafter fro-*l lizower of attorney _ 1 iea tn the - facsimile, and any power of attot gv a b rid smile signature or facsimile seaLsI all 1 a grid binding upon the (nv=vith respecto- anyratr or undertaking to which it is attach LcY:' I' � IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 1st day of December, 2014. AMERICAN GONACT - NITY COMP4, pe deals UNITEi 'M SMELT ANY U.S. SPI By: Daniel P. Aguilar, Vice Press, en State of California County of Los Angeles SS: itdesmi c Company, g ips i irte tales Surety Company ate II e Dan P. Aguilar, Vice President of American otractor Corti an , Texas Boncliti et ce Com wh ro Jo tt r� On this l st day of December, 2014, before me, Maria G. Rodriguez -Wong, a notary public personally ap eare D Panes �_: thebasisof satisfactory evidence to be j iv t t crtbed to the W't l�tn i t a c�lp Aged to me that x th r - hiauthnflzefi sagacity, and that by his n ature th ts€rrrmettit a person, or the en t j o i ileh lo t erson acted, exec stt et - -_ � III I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. MARIA G. RODRIGUEZ -WONG Commission 049771 lioMrOhiblornia z County a 20 2017 I, Michael Chalekson , Assistant Secretary of Amencan Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full -force and effect essrere I have hereiuW w hand nti W.mtl the seals o i Corporate Seals nlgeles, Califorrm 1, 5 nr� 2 ° - Afiehael Chalekson, AssistantSecret = n is cerl Z p = f lonly the tdenttty lness, accuracy, on tvid t t the ota tih1ieor oar officer comply — d=ocument tcrwlu tis certificate is citauncnt. State of California County of Los Angeles SS: itdesmi c Company, g ips i irte tales Surety Company ate II e Dan P. Aguilar, Vice President of American otractor Corti an , Texas Boncliti et ce Com wh ro Jo tt r� On this l st day of December, 2014, before me, Maria G. Rodriguez -Wong, a notary public personally ap eare D Panes �_: thebasisof satisfactory evidence to be j iv t t crtbed to the W't l�tn i t a c�lp Aged to me that x th r - hiauthnflzefi sagacity, and that by his n ature th ts€rrrmettit a person, or the en t j o i ileh lo t erson acted, exec stt et - -_ � III I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. MARIA G. RODRIGUEZ -WONG Commission 049771 lioMrOhiblornia z County a 20 2017 I, Michael Chalekson , Assistant Secretary of Amencan Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full -force and effect essrere I have hereiuW w hand nti W.mtl the seals o i Corporate Seals nlgeles, Califorrm 1, 5 nr� 2 ° - Afiehael Chalekson, AssistantSecret = EXHIBIT H TITLE VI ASSURANCES During the performance of this contract, the contractor /consultant, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor ") agrees as follows: 1. Compliance with Regulations The contractor shall comply with the Regulations relative to non - discrimination in federally assisted programs of United States Department of Transportation (USDOT), Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Non - discrimination The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of sub - contractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Exhibit E of the Regulations. 3. Solicitations for Sub - contracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for work to be performed under a sub - contract, including procurement of materials or leases of equipment, each potential sub - contractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non - discrimination on the grounds of race, color, sex, or national origin. 4. Information and Reports The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the contracting agency or the appropriate federal agency to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to WSDOT or the USDOT as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non - compliance In the event of the contractor's non - compliance with the non - discrimination provisions of this contract, the contracting agency shall impose such contract sanctions as it or the USDOT may determine to be appropriate, including, but not limited to: Withholding of payments to the contractor under the contract until the contractor complies, and /or; Cancellation, termination, or suspension of the contract, in whole or in part City of Federal Way Town Square Park RFB ver. 4 -15 Page 51. RFB # 15 -019 2015 6. Incorporation of Provisions The contractor shall include the provisions of paragraphs (1) through (5) in every sub- contract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any sub - contractor or procurement as the contracting agency or USDOT may direct as a means of enforcing such provisions including sanctions for non - compliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a sub - contractor or supplier as a result of such direction, the contractor may request WSDOT enter into such litigation to protect the interests of the state and, in addition, the contractor may request the USDOT enter into such litigation to protect the interests of the United States. City of Federal Way Town Square Park RFB ver. 4 -15 Page 52 RFB # 15 -019 2015 APPENDIX A TECHNICAL SPECIFICATIONS The following list of Divisions 1 -31 comprise the Technical Specifications DIVISION 1 Summary Project Management and Coordination Construction Progress Documentation Submittal Procedures Quality Requirements References Temporary Facilities and Controls Product Requirements Execution Construction Waste Management and Disposal Closeout Procedures Project Record Documents Operation and Maintenance Data REGISTERED ARCHITECT DIVISION 3 Concrete DIVISION 31 Earthwork Addendum Addendum SL -1, Two pages City of Federal Way Town Square Park RFB ver. 4 -15 DAVID A. CLARK STATE OFWASIENOTON Page 53 011000 013100 013200 013300 014000 014200 015000 016000 017300 017419 017700 017810 017820 033110 312000 RFB # 15 -019 2015 SECTION 011000 SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY Section includes: 1. Project information. 2. Work by Owner. 3. Owner - furnished products. 4. Access to site. 5. Work restrictions. 6. Specification and drawing conventions. 7. Permits 8. Miscellaneous provisions. B. Related Section: 1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.3 PROJECT INFORMATION 1. As indicated on the drawing cover sheet. 1.4 WORK BY OTHERS: A. General: Cooperate fully with other contractor or Owner's own forces so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner. B. Phased schedule: The work under this contract shall be accomplished in two phases, and completion of the work is tied to work being done by other contractors. Contractor shall bid the work accordingly. 1.5 OWNER - FURNISHED PRODUCTS A. Owner will furnish products indicated. The Work includes receiving, unloading, handling, storing, protecting, and installing Owner - furnished products. 011000 - 1 Summary B. Owner - Furnished Products: 1. None 1.6 ACCESS TO SITE A. General: Contractor shall have full use of Project site for construction operations. B. Use of Site: Limit use of Project site to work in areas agreed upon with the Owner. Do not disturb portions of Project site beyond those areas. 1. Driveways, Walkways and Entrances: Keep driveways, parking lots, and entrances serving nearby public and private entities clear and available at all times. Do not use these areas for parking or storage of materials unless specifically indicated on the drawings. a. Schedule deliveries to minimize use of streets and public right of ways. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on -site. 1.7 WORK RESTRICTIONS Work Restrictions, General: Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction. B. On -Site Work Hours: As allowed by the City of Federal Way city code. C. Hours for Utility Shutdowns: Do not interrupt utilities serving facilities occupied by Owner or others except as agreed by the Architect and with 72 hours' notice. D. Controlled Substances: Use of tobacco products and controlled substances on the Project site or the entire park is not permitted. 1.8 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Division 1 General Requirements: Requirements of Sections in Division 1 apply to the Work of all Sections in the Specifications. 011000 - 2 Summary C. Drawing Coordination: Requirements for materials and products identified on the Drawings are described in detail in the Specifications. One or more of the following are used on the Drawings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings. 3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual. 1.9 PERMIT REQUIREMENTS A. The City has applied for and has paid for the following permits, the contractor shall sign for and pick up: 1. Site concrete Contractor shall apply, obtain and pay for all other permits, including ROW and deferred submittals, as required for completion of the project. 1.10 MISCELLANEOUS PROVISIONS A. Daily clean up: Contractor shall clean building interior at the end of each day to level required by the Owner for the next day's operations. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 011000 - 3 Summary SECTION 013100 PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. General project coordination procedures. 2. Key personnel. 3. Coordination drawings. 4. Requests for Information (RFIs). 5. Project meetings. B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor. C. Related Sections: 1. Division 1 Section "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule. 2. Division 1 Section "Execution Requirements" for procedures for coordinating general installation and field- engineering services, including establishment of benchmarks and control points. 3. Division 1 Section "Closeout Procedures" for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFI: Request from Owner, Architect, or Contractor seeking information from each other during construction. 1.4 GENERAL PROJECT COORDINATION PROCEDURES A. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its operations with operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 013100 - 1 Project Management & Coordination 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's construction schedule. 2. Preparation of the schedule of values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. 8. Startup and adjustment of systems. 9. Project closeout activities. 10. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. Deliver items specifically identified to the Owner, legally dispose of the other items. 1.5 KEY PERSONNEL A. Key Personnel Names: Within 15 days of notice to proceed, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and email addresses. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. 1. Post copies of list in project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times. 1.6 REQUESTS FOR INFORMATION (RFIs) General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. 013100 - 2 Project Management & Coordination 1. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following: 1. Project name. 2. Project number. 3. Date. 4. Name of Contractor. 5. Name of Architect. 6. RFI number, numbered sequentially. 7. RFI subject. 8. Specification Section number and title and related paragraphs, as appropriate. 9. Drawing number and detail references, as appropriate. 10. Field dimensions and conditions, as appropriate. 11. Contractor's suggested resolution. If Contractor's solution(s) impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 12. Contractor's signature. 13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation. a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches. C. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day. 1. The following RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Time or the Contract Sum. e. Incomplete RFIs or inaccurately prepared RFIs. 2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt of additional information. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Division 1 Section "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 5 calendar days of receipt of the RFI response. 013100 - 3 Project Management & Coordination D. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within five calendar days if Contractor disagrees with response. E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following: 1. Project name. 2. Name of contractor originating RFI. 3. RFI number including RFIs that were dropped and not submitted. 4. RFI description. 5. Date the RFI was submitted. 6. Date Architect's response was received. 7. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 1.7 PROJECT MEETINGS A. Preconstruction Conference: Architect will schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect. 1. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Contractor shall schedule required pre - construction meetings with the City of Federal Way as required for permit requirements. 3. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Phasing. c. Critical work sequencing and long -lead items. d. Designation of key personnel and their duties. e. Lines of communications. f. Procedures for processing field decisions and Change Orders. g. Procedures for RFIs. h. Procedures for testing and inspecting. i. Procedures for processing Applications for Payment. j. Distribution of the Contract Documents. k. Submittal procedures. 1. Preparation of record documents. m. Work restrictions. n. Working hours. o. Responsibility for temporary facilities and controls. p. Construction waste management and recycling. q. Parking availability. r. Office, work, and storage areas. s. Equipment deliveries and priorities. t. First aid. u. Security. 013100 - 4 Project Management & Coordination v. Progress cleaning. 4. Minutes: The Architect will record and distribute meeting minutes. B. Progress Meetings: Conduct progress meetings at regularly weekly intervals as agreed upon by the Contractor, the Architect and the Owner between the hours of 7 a.m. to 3 p.m. 1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off -site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Progress cleaning. 10) Quality and work standards. 11) Status of correction of deficient items. 12) Field observations. 13) Status of RFIs. 14) Status of proposal requests. 15) Pending changes. 16) Status of Change Orders. 17) Pending claims and disputes. 18) Documentation of information for payment requests. 3. Minutes: Architect shall record significant discussions and agreements achieved. Distribute the meeting minutes to all attendees. 4. Schedule: 013100 - 5 Project Management & Coordination a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 013100 - 6 Project Management & Coordination SECTION 013200 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Start-up construction schedule. 2. Contractor's construction schedule. 3. Daily construction reports. 4. Material location reports. 5. Field condition reports. 6. Special reports. B. Related Sections: 1. Division 1 Section "Summary of Multiple Contracts" for preparing a combined Contractor's Construction Schedule. 2. Division 1 Section "Submittal Procedures" for submitting schedules and reports. 3. Division 1 Section "Quality Requirements" for submitting a schedule of tests and inspections. 1.3 DEFINITIONS A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources. 1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times. 2. Predecessor Activity: An activity that precedes another activity in the network. 3. Successor Activity: An activity that follows another activity in the network. B. Cost Loading: The allocation of the schedule of values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by Architect. C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of the Project. 013200 - 1 CONSTRUCTION PROGRESS DOCUMENTATION D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float. E. Event: The starting or ending point of an activity. F. Float: The measure of leeway in starting and completing an activity. 1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date. 2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity. 3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date. G. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled. 1.4 INFORMATIONAL SUBMITTALS A. Format for Submittals: Submit required submittals in the following format: 1. Electronic file in original program and in PDF electronic format. B. Start-up construction schedule. 1. Approval of cost- loaded start-up construction schedule will not constitute approval of schedule of values for cost - loaded activities. C. Start-up Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities. D. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period. E. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days. 1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known. 2. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known. 3. Total Float Report: List of all activities sorted in ascending order of total float. F. Daily Construction Reports: Submit at weekly intervals. G. Material Location Reports: Submit at monthly intervals. H. Field Condition Reports: Submit at time of discovery of differing conditions. I. Special Reports: Submit at time of unusual event. 013200 - 2 CONSTRUCTION PROGRESS DOCUMENTATION 1.5 QUALITY ASSURANCE PART 2 - PRODUCTS 2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. The Architect shall review the project schedule only for end date compliance and for compliance with the phasing documents. This schedule is for the contractor's use only, and is not a part of the contract documents. Additional mobilizations, shorter or longer floats and the like, that are or are not shown on the Contractor's schedule are not cause for claims by the Contractor to the Owner. B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion. 1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. C. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following: 1. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery. 2. Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's construction schedule with submittal schedule. 3. Startup and Testing Time: Include not less than 15 days for startup and testing. 4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion. 5. Punch List and Final Completion: Include not more than 30 days for punch list and final completion. D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Work under More Than One Contract: Include a separate activity for each contract. 3. Work Restrictions: Show the effect of the following items on the schedule: a. Coordination with existing construction. b. Limitations of continued occupancies. c. Uninterruptible services. d. Partial occupancy before Substantial Completion. e. Use of premises restrictions. 013200 - 3 CONSTRUCTION PROGRESS DOCUMENTATION f. Provisions for future construction. g. Seasonal variations. h. Environmental control. 4. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following: a. Structural completion. b. Permanent space enclosure. c. Completion of mechanical installation. d. Completion of electrical installation. e. Substantial Completion. E. Recovery Schedule: When periodic update indicates the Work is 10 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, and equipment required to achieve compliance, and date by which recovery will be accomplished. 2.2 CON TRACTOR'S CONSTRUCTION SCHEDULE A. CPM Schedule: Submit a comprehensive, fully developed, horizontal CPM -type, Contractor's construction schedule within 15 calendar days of date established for the Notice of Award. Base schedule on the start-up construction schedule and additional information received since the start of Project. B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. 2.3 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: 1. List of subcontractors at Project site. 2. List of separate contractors at Project site. 3. Approximate count of personnel at Project site. 4. Equipment at Project site. 5. Material deliveries. 6. High and low temperatures and general weather conditions, including presence of rain or snow. 7. Accidents. 8. Meetings and significant decisions. 9. Unusual events (refer to special reports). 10. Stoppages, delays, shortages, and losses. 11. Emergency procedures. 12. Orders and requests of authorities having jurisdiction. 13. Supplemental Instructions and Construction Change Directives received. 14. Services connected and disconnected. 15. Equipment or system tests and startups. 013200 - 4 CONSTRUCTION PROGRESS DOCUMENTATION B. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. 2.4 SPECIAL REPORTS A. General: Submit special reports directly to Owner within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence. PART 3 - EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate final completion percentage for each activity. B. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, and other parties identified by Contractor with a need -to -know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. END OF SECTION 013200 - 5 CONSTRUCTION PROGRESS DOCUMENTATION SECTION 013300 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B. Related Sections: 1. Division 1 Section "Project Management and Coordination" for submitting schedules and reports, including Contractor's construction schedule. 2. Division 1 Section "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data. 3. Division 1 Section "Operation and Maintenance Data" for submitting operation and maintenance manuals. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as action submittals. B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as informational submittals. C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files. D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device - independent and display resolution - independent fixed- layout document format. 013300 - 1 SUBMITTAL PROCEDURES 1.4 ACTION SUBMITTALS A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or modifications to submittals noted by the Architect and additional time for handling and reviewing submittals required by those corrections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. 2. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. 3. Format: Arrange the following information in a tabular format: a. Scheduled date for first submittal. b. Specification Section number and title. c. Submittal category: Action, informational. d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Architect's final release or approval. 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Architect's Digital Data Files: Electronic copies of CAD Drawings of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals. 1. Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings. a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. b. Digital Drawing Software Program: The Contract Drawings are available in AutoCAD 2010 -2015 formats. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals. 4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the 013300 - 2 SUBMITTAL PROCEDURES Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 10 calendar days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 5 days for review of each resubmittal. 4. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Architect's consultants, allow 10 days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor. D. Identification and Information: Place a permanent label or title block on each paper copy submittal item for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Include the following information for processing and recording action taken: a. Project name. b. Date. c. Name of Architect. d. Name of Contractor. e. Name of subcontractor. f. Name of supplier. g. Name of manufacturer. h. Submittal number or other unique identifier, including revision identifier. i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Location(s) where product is to be installed, as appropriate. 1. Other necessary identification. E. Identification and Information: Identify and incorporate information in each electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed file with links enabling navigation to each item. 2. Name file with submittal number or other unique identifier, including revision identifier. 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. 4. Include the following information on an inserted cover sheet: a. Project name. b. Date. c. Name and address of Architect. d. Name of Contractor. e. Name of firm or entity that prepared submittal. f. Name of subcontractor. g. Name of supplier. h. Name of manufacturer. i. Number and title of appropriate Specification Section. 013300 - 3 SUBMITTAL PROCEDURES j. Drawing number and detail references, as appropriate. k. Location(s) where product is to be installed, as appropriate. 1. Related physical samples submitted directly. m. Other necessary identification. 5. Include the following information as keywords in the electronic file metadata: a. Project name. b. Number and title of appropriate Specification Section. c. Manufacturer name. d. Product name. F. Options: Identify options requiring selection by the Architect. G. Deviations: Identify deviations from the Contract Documents on submittals. H. Transmittal: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will discard submittals received from sources other than Contractor. 1. Transmittal Form: Provide locations on form for the following information: a. Project name. b. Date. c. Destination (To:). d. Source (From:). e. Names of subcontractor, manufacturer, and supplier. f. Category and type of submittal. g. Submittal purpose and description. h. Specification Section number and title. i. Indication of full or partial submittal. j. Drawing number and detail references, as appropriate. k. Transmittal number. 1. Submittal and transmittal distribution record. m. Remarks. n. Signature of transmitter. 2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal. I. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked with approval notation from Architect. J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. 013300 - 4 SUBMITTAL PROCEDURES K. Use for Construction: Use only final submittals that are marked with approval notation from Architect. PART 2- PRODUCTS 2.1 SUBMITTAL PROCEDURES A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. 1. Submit electronic submittals via email as PDF electronic files (preferred). Paper copies will be accepted if no other option is available. a. Architect will return one annotated file. Annotate and retain one copy of file as an electronic Project record document file. 2. Action Submittals: Submit four paper copies of each submittal plus the number requested back, unless otherwise indicated. 3. Informational Submittals: Submit four paper copies of each submittal plus the number requested back, unless otherwise indicated 4. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Division 1 Section "Closeout Procedures." 5. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. a. Provide a digital signature with digital certificate on electronically- submitted certificates and certifications where indicated. b. Provide a notarized statement on original paper copy certificates and certifications where indicated. 6. Test and Inspection Reports Submittals: Comply with requirements specified in Division 1 Section "Quality Requirements." B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. c. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. h. Availability and delivery time information. 013300 - 5 SUBMITTAL PROCEDURES 4. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams showing factory- installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop Drawings. 5. Submit Product Data before or concurrent with Samples. 6. Submit Product Data in the following format: a. PDF electronic file, or: b. Four paper copies of Product Data plus number of copies requested to be returned. C. Shop Drawings: Prepare Project - specific information, drawn accurately to scale. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Identification of products. b. Schedules. c. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified. 2. Submit Shop Drawings in the following format: a. PDF electronic file. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of applicable Specification Section. 3. Disposition: Maintain sets of approved Samples at Project site, available for quality - control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 013300 - 6 SUBMITTAL PROCEDURES 4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit two full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return one submittal with options selected. 5. Samples for Verification: Submit full -size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit two sets of Samples. Architect will retain two Sample sets; remainder will be returned. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. E. Contractor's Construction Schedule: Comply with requirements specified in Division 1 Section "Construction Progress Documentation." F. Application for Payment: Comply with requirements specified in Division 1 Section "Payment Procedures." G. Schedule of Values: Comply with requirements specified in the project manual. H. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. 4. Submit subcontract list in the following format: a. PDF electronic file. L Coordination Drawings: Comply with requirements specified in Division 1 Section "Project Management and Coordination." J. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified. 013300 - 7 SUBMITTAL PROCEDURES K. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on American Welding Society (AWS) forms. Include names of firms and personnel certified. L. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. M. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. N. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. O. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. P. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. Product Test Reports: Submit written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. R. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: Q. 1. Name of evaluation organization. 2. Date of evaluation. 3. Time period when report is in effect. 4. Product and manufacturers' names. 5. Description of product. 6. Test procedures and results. 7. Limitations of use. S. Schedule of Tests and Inspections: Comply with requirements specified in Division 1 Section "Quality Requirements." T. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. U. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. 013300 - 8 SUBMITTAL PROCEDURES V. Field Test Reports: Submit reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. W. Maintenance Data: Comply with requirements specified in Division 1 Section "Operation and Maintenance Data." X. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. 2.2 DELEGATED- DESIGN SERVICES A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated - Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Project Closeout and Maintenance/Material Submittals: Refer to requirements in Division 1 Section "Closeout Procedures." C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 013300 - 9 SUBMITTAL PROCEDURES 3.2 ARCHITECT'S ACTION A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action or will provide an equivalent transmittal form. C. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. D. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect. E. Incomplete submittals are not acceptable, will be considered nonresponsive, and will be returned without review. F. Submittals not required by the Contract Documents may not be reviewed and may be discarded. END OF SECTION 013300 - 10 SUBMITTAL PROCEDURES SECTION 014000 QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality- assurance and - control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality - assurance and - control procedures that facilitate compliance with the Contract Document requirements. C. Related Sections: 1. Division 1 Section "Construction Progress Documentation" for developing a schedule of required tests and inspections. 2. Divisions 2 through 44 Sections for specific test and inspection requirements. 1.3 DEFINITIONS A. Quality- Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality- Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. C. Mockups: Full size physical assemblies that are constructed on -site. Mockups are constructed to verify selections made under sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged. 014000 - 1 QUALITY REQUIREMENTS 1. Integrated Exterior Mockups: Mockups of the exterior envelope erected separately from the building but on the project site, consisting of multiple products, assemblies and subassemblies. 2. Room Mockups: Mockups of typical interior spaces complete with wall, floor, and ceiling finishes, doors, windows, millwork, casework, specialties, furnishings and equipment, and lighting. D. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements. E. Source Quality - Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop. F. Field Quality - Control Testing: Tests and inspections that are performed on -site for installation of the Work and for completed Work. G. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. H. Installer /Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub - subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Use of trade - specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade or trades. I. Experienced: If not overridden by specific requirements in divisions 2-44: When used with an entity or individual, "experienced" means having successfully completed a minimum of five > previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1.4 CONFLICTING REQUIREMENTS A. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 014000 - 2 QUALITY REQUIREMENTS 1.5 REPORTS AND DOCUMENTS A. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, and telephone number of technical representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. B. Factory- Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory- authorized service representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, and telephone number of factory- authorized service representative making report. 2. Statement that equipment complies with requirements. 3. Results of operational and other tests and a statement of whether observed performance complies with requirements. 4. Statement whether conditions, products, and installation will affect warranty. 5. Other required items indicated in individual Specification Sections. C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.6 QUALITY ASSURANCE A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in- service performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed 014000 - 3 QUALITY REQUIREMENTS for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent. F. Specialists: Certain Specification Sections require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1. Requirements of authorities having jurisdiction shall supersede requirements for specialists. G. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. H. Factory- Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. I. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect three days in advance of dates and times when mockups will be constructed. 3. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed during the construction at the Project. 4. Demonstrate the proposed range of aesthetic effects and workmanship. 5. Obtain Architect's approval of mockups before starting work, fabrication, or construction. 6. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 7. Demolish and remove mockups when directed, unless otherwise indicated. J. Integrated Exterior Mockups: Coordinate installation of exterior envelope materials and products for which mockups are required in individual specification sections, along with supporting materials. 1.7 QUALITY CONTROL A. Owner Responsibilities: Independent quality - control services are indicated as Owner's responsibility. Owner may engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. Contractor shall coordinate and schedule Owner's testing agency. 2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order. 014000 - 4 QUALITY REQUIREMENTS Manufacturer's Field Services: Where indicated, engage a factory- authorized service representative to inspect field- assembled components and equipment installation, including service connections. Report results in writing as specified in Division 1 Section "Submittal Procedures." C. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports. D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality- control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. E. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality- control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. F. Coordination: Coordinate sequence of activities to accommodate required quality- assurance and - control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. G. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality - control services required by the Contract Documents. Coordinate and submit concurrently with Contractor's construction schedule. Update as the Work progresses. . 1. Distribution: Distribute schedule to Owner, Architect, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required. 1.8 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Owner may engage a qualified testing agency and/or special inspector to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner. 014000 - 5 QUALITY REQUIREMENTS PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 TEST AND INSPECTION LOG A. Prepare a record of tests and inspections. Include the following: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection. B. Maintain log at Project site. Post changes and modifications as they occur. Provide access to test and inspection log for Architect's reference during normal working hours. 3.2 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Division 1 Section "Execution Requirements." B. Protect construction exposed by or for quality - control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality- control services. END OF SECTION 014000 - 6 QUALITY REQUIREMENTS SECTION 014200 REFERENCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved ": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed ": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." D. "Indicated ": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations ": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish ": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install ": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide ": Furnish and install, complete and ready for the intended use. I. "Project Site ": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. 014200 1 REFERENCES B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. 1.4 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the United States." B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) (703) 358 -2960 www.aluminum.org AAADM American Association of Automatic Door Manufacturers (216) 241 -7333 www.aaadm.com AABC Associated Air Balance Council (202) 737 -0202 www.aabchq.com AAMA American Architectural Manufacturers Association (847) 303 -5664 www.aamanet.org AASHTO American Association of State Highway and Transportation (202) 624 -5800 Officials www.transportation.org AATCC American Association of Textile Chemists and Colorists (919) 549 -8141 www.aatcc.org ABAA Air Barrier Association of America (866) 956 -5888 www.airbarrier.org ABMA American Bearing Manufacturers Association (202) 367 -1155 www.abma - dc.org ACI American Concrete Institute (248) 848 -3700 www.concrete.org ACPA American Concrete Pipe Association (972) 506 -7216 www.concrete - pipe.org AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257 -2530 014200 - 2 REFERENCES AF &PA AGA AGC AHAM AHRI AI AIA AISC AISI AITC ALSC AMCA ANSI AOSA APA APA API ARI www.aeic.org American Forest & Paper Association www.afandpa.org American Gas Association www.aga.org Associated General Contractors of America (The) www.agc.org Association of Home Appliance Manufacturers www.aham.org Air - Conditioning, Heating, and Refrigeration Institute www.ahrinet.org Asphalt Institute www.asphaltinstitute.org American Institute of Architects www.aia.org American Institute of Steel Construction www.aisc.org American Iron and Steel Institute www.steel.org American Institute of Timber Construction www.aitc - glulam.org American Lumber Standard Committee, Incorporated www.alsc.org Air Movement and Control Association International, Inc. www.amca.org American National Standards Institute www.ansi.org Association of Official Seed Analysts, Inc. www.aosaseed.com Architectural Precast Association www.archprecast.org APA - The Engineered Wood Association www.apawood.org American Petroleum Institute www.api.org Air - Conditioning & Refrigeration Institute (Now AHRI) (800) 878 -8878 (202) 463-2700 (202) 824 -7000 (703) 548 -3118 (202) 872-5955 (703) 524 -8800 (859) 288 -4960 (800) 242 -3837 (202) 626 -7300 (800) 644 -2400 (312) 670 -2400 (202) 452 -7100 (303) 792 -9559 (301) 972 -1700 (847) 394 -0150 (202) 293-8020 (405) 780-7372 (239) 454-6989 (253) 565-6600 (202) 682-8000 014200 - 3 REFERENCES ARMA Asphalt Roofing Manufacturers Association (202) 207 -0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548 -2723 www.asce.org (703) 295 -6300 ASCE /SEI American Society of Civil Engineers /Structural Engineering Institute (See ASCE) ASHRAE American Society of Heating, Refrigerating and Air- (800) 527 -4723 Conditioning Engineers www.ashrae.org (404) 636 -8400 ASME ASME International (800) 843 -2763 (American Society of Mechanical Engineers International) (973) 882 -1170 www.asme.org ASSE American Society of Safety Engineers (847) 699 -2929 www.asse.org ASSE American Society of Sanitary Engineering (440) 835 -3040 www.asse- plumbing.org ASTM ASTM International (610) 832 -9500 (American Society for Testing and Materials International) www.astm.org ATIS Alliance for Telecommunications Industry Solutions (202) 628 -6380 www.atis.org AWCI Association of the Wall and Ceiling Industry (703) 534 -8300 www.awci.org AWCMA American Window Covering Manufacturers Association (Now WCMA) AWI Architectural Woodwork Institute (571) 323 -3636 www.awinet.org AWPA American Wood Protection Association (205) 733 -4077 (Formerly: American Wood Preservers' Association) www.awpa.com AWS American Welding Society (800) 443 -9353 www.aws.org (305) 443 -9353 AWWA American Water Works Association (800) 926 -7337 www.awwa.org (303) 794 -7711 BHMA Builders Hardware Manufacturers Association (212) 297 -2122 www.buildershardware.com BIA Brick Industry Association (The) (703) 620 -0010 014200 - 4 REFERENCES www.bia.org BICSI BICSI, Inc. (800) 242 -7405 www.bicsi.org (813) 979 -1991 BIFMA BIFMA International (616) 285 -3963 (Business and Institutional Furniture Manufacturer's Association International) www.bifma.com BISSC Baking Industry Sanitation Standards Committee (866) 342 -4772 www.bissc.org BWF Badminton World Federation 6 -03 -9283 7155 (Formerly: IBF - International Badminton Federation) www.internationalbadminton.org CCC Carpet Cushion Council (610) 527 -3880 www.carpetcushion.org CDA Copper Development Association (212) 251 -7200 www.copper.org CEA Canadian Electricity Association (613) 230 -9263 www.canelect.ca CEA Consumer Electronics Association (866) 858 -1555 www.ce.org (703) 907 -7600 CFFA Chemical Fabrics & Film Association, Inc. (216) 241 -7333 www.chemicalfabricsandfilm.com CGA Compressed Gas Association (703) 788 -2700 www.cganet.com LIMA Cellulose Insulation Manufacturers Association (888) 881 -2462 www.cellulose.org (937) 222 -2462 CISCA Ceilings & Interior Systems Construction Association (630) 584 -1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892 -0137 www.cispi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596 -2583 www.chainlinkinfo.org CRRC Cool Roof Rating Council (866) 465 -2523 www.coolroofs.org (510) 485 -7175 CPA Composite Panel Association (703) 724 -1128 www.pbmdf.com CPPA Corrugated Polyethylene Pipe Association (800) 510 -2772 www.plasticpipe.org (202) 462 -9607 014200 - 5 REFERENCES CRI Carpet and Rug Institute (The) (706) 278 -3176 www.carpet - rug.com CRSI Concrete Reinforcing Steel Institute (847) 517 -1200 www.crsi.org CSA Canadian Standards Association (800) 463 -6727 (416) 747 -4000 CSA CSA International (866) 797 -4272 (Formerly: IAS - International Approval Services) (416) 747 -4000 www.csa- international.org CSI Cast Stone Institute (717) 272 -3744 www.caststone.org CSI Construction Specifications Institute (The) (800) 689 -2900 www.csinet.org (703) 684 -0300 CSSB Cedar Shake & Shingle Bureau (604) 820 -7700 www.cedarbureau.org CTI Cooling Technology Institute (281) 583 -4087 (Formerly: Cooling Tower Institute) www.cti.org DHI Door and Hardware Institute (703) 222 -2010 www.dhi.org ECA Electronic Components Association (703) 907 -8024 www.ec - central.org EIA Electronic Industries Alliance (703) 907 -7500 www.eia.org EIMA EIFS Industry Members Association (800) 294 -3462 www.eima.com (770) 968 -7945 EJCDC Engineers Joint Contract Documents Committee (703) 295 -5000 www.ejdc.org EJMA Expansion Joint Manufacturers Association, Inc. (914) 332 -0040 www.ejma.org ESD ESD Association (315) 339 -6937 (Electrostatic Discharge Association) www.esda.org ETL SEMCO Intertek ETL SEMCO (800) 967 -5352 (Formerly: ITS - Intertek Testing Service NA) www.intertek- etlsemko.com FIBA Federation Internationale de Basketball 41 22 545 00 00 (The International Basketball Federation) 014200 - 6 REFERENCES FIVB www.fiba.com Federation Internationale de Volleyball (The International Volleyball Federation) www.fivb.org 41 21 345 35 35 FM Approvals FM Approvals LLC (781) 762 -4300 www.fmglobal.com FM Global FM Global (401) 275 -3000 (Formerly: FMG - FM Global) www.fmglobal.com FRSA Florida Roofing, Sheet Metal & Air Conditioning Contractors (407) 671 -3772 Association, Inc. www.floridaroof.com FSA Fluid Sealing Association (610) 971 -4850 www.fluidsealing.com FSC Forest Stewardship Council 49 228 367 66 0 www.fsc.org GA Gypsum Association (202) 289 -5440 www.gypsum.org GANA Glass Association of North America (785) 271 -0208 www.glasswebsite.com GRI (Part of GSI) GS Green Seal (202) 872 -6400 www.greenseal.org GSI Geosynthetic Institute (610) 522 -8440 www.geosynthetic - institute.org HI Hydraulic Institute (973) 267 -9700 www.pumps.org HI Hydronics Institute (908) 464 -8200 www.gamanet.org HMMA Hollow Metal Manufacturers Association (Part of NAAMM) HPVA Hardwood Plywood & Veneer Association (703) 435 -2900 www.hpva.org HPW H. P. White Laboratory, Inc. (410) 838 -6550 www.hpwhite.com IAS International Approval Services (Now CSA International) 014200 - 7 REFERENCES IBF International Badminton Federation (Now BWF) ICEA Insulated Cable Engineers Association, Inc. (770) 830 -0369 www.icea.net ICRI International Concrete Repair Institute, Inc. (847) 827 -0830 www.icri.org IEC International Electrotechnical Commission 41 22 919 02 11 www.iec.ch IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419 -7900 www.ieee.org IES Illuminating Engineering Society (212) 248 -5000 www.ies.org IESNA Illuminating Engineering Society of North America (Now IES) IEST Institute of Environmental Sciences and Technology (847) 981 -0100 www.iest.org IGCC Insulating Glass Certification Council (315) 646 -2234 www.igcc.org IGMA Insulating Glass Manufacturers Alliance (613) 233 -1510 www.igmaonline.org ILI Indiana Limestone Institute of America, Inc. (812) 275 -4426 www.iliai.com ISO International Organization for Standardization 41 22 749 01 11 www.iso.ch Available from ANSI (202) 293 -8020 www.ansi.org • ISSFA International Solid Surface Fabricators Association (877) 464 -7732 www.issfa.net (702) 567 -8150 ITS Intertek Testing Service NA (Now ETL SEMCO) ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association (703) 264 -1690 www.kcma.org LPI Lightning Protection Institute (800) 488 -6864 www.lightning.org MBMA Metal Building Manufacturers Association (216) 241 -7333 014200 - 8 REFERENCES www.mbma.com MFMA Maple Flooring Manufacturers Association, Inc. (888) 480 -9138 www.maplefloor.org MFMA Metal Framing Manufacturers Association, Inc. (312) 644 -6610 www.metalframingmfg.org MH Material Handling (Now MHIA) MHIA Material Handling Industry of America (800) 345 -1815 www.mhia.org (704) 676 -1190 MIA Marble Institute of America (440) 250 -9222 www.marble - institute.com MPI Master Painters Institute (888) 674 -8937 www.paintinfo.com (604) 298 -7578 MSS Manufacturers Standardization Society of The Valve and Fittings (703) 281 -6613 Industry Inc. www.mss - hq.com NAAMM National Association of Architectural Metal Manufacturers (630) 942 -6591 www.naamm.org NACE NACE International (800) 797 -6623 (National Association of Corrosion Engineers International) (281) 228 -6200 www.nace.org NADCA National Air Duct Cleaners Association (202) 737 -2926 www.nadca.com NAGWS National Association for Girls and Women in Sport (800) 213 -7193, ext. 453 www.aahperd.org/nagws/ (703) 476 -3400 NAIMA North American Insulation Manufacturers Association (703) 684 -0084 www.naima.org NBGQA National Building Granite Quarries Association, Inc. (800) 557 -2848 www.nbgqa.com NCAA National Collegiate Athletic Association (The) (317) 917 -6222 www.ncaa.org NCMA National Concrete Masonry Association (703) 713 -1900 www.ncma.org NCPI National Clay Pipe Institute (262) 248 -9094 www.ncpi.org NCTA National Cable & Telecommunications Association (202) 775 -2300 www.ncta.com 014200 - 9 REFERENCES NEBB NECA NeLMA NEMA NETA NFHS NFPA NFRC NGA NHLA NLGA NOFMA National Environmental Balancing Bureau www.nebb.org National Electrical Contractors Association www.necanet.org Northeastern Lumber Manufacturers' Association www.nelma.org National Electrical Manufacturers Association www.nema.org InterNational Electrical Testing Association www.netaworld.org National Federation of State High School Associations www.nfhs.org NFPA (National Fire Protection Association) www.nfpa.org National Fenestration Rating Council www.nfra.org National Glass Association www.glass.org National Hardwood Lumber Association www.natlhardwood.org National Lumber Grades Authority www.nlga.org NOFMA: The Wood Flooring Manufacturers Association (Formerly: National Oak Flooring Manufacturers Association) www.nofma.com NOMMA National Ornamental & Miscellaneous Metals Association www.nomma.org NRCA National Roofing Contractors Association NRMCA NSF www.nrca.net National Ready Mixed Concrete Association www.nrmca.org NSF International (National Sanitation Foundation International) www.nsf.org NSSGA National Stone, Sand & Gravel Association www.nssga.org (301) 977 -3698 (301) 657 -3110 (207) 829 -6901 (703) 841-3200 (888) 300 -6382 (269) 488 -6382 (317) 972 -6900 (800) 344 -3555 (617) 770 -3000 (301) 589 -1776 (866) 342 -5642 (703) 442 -4890 (800) 933-0318 (901) 377-1818 (604) 524-2393 (901) 526 -5016 (888) 516-8585 (800) 323 -9545 (847) 299 -9070 (888) 846 -7622 (301) 587 -1400 (800) 673-6275 (734) 769 -8010 (800) 342-1415 (703) 525-8788 014200 - 10 REFERENCES NTMA National Terrazzo & Mosaic Association, Inc. (The) (800) 323 -9736 www.ntma.com (540) 751 -0930 NTRMA National Tile Roofing Manufacturers Association (Now TRI) NWFA National Wood Flooring Association (800) 422 -4556 www.woodfloors.org (636) 519 -9663 NWWDA National Wood Window and Door Association (Now WDMA) PCI Precast/Prestressed Concrete Institute (312) 786 -0300 www.pci.org PDCA Painting & Decorating Contractors of America (800) 332 -7322 www.pdca.com (314) 514 -7322 PDI Plumbing & Drainage Institute (800) 589 -8956 www.pdionline.org (978) 557 -0720 PGI PVC Geomembrane Institute (217) 333 -3929 http: / /pgi- tp.cee.uiuc.edu PLANET Professional Landcare Network (800) 395 -2522 www.landcarenetwork.org (703) 736 -9666 PTI Post - Tensioning Institute (602) 870 -7540 www.post - tensioning.org RCSC Research Council on Structural Connections www.boltcouncil.org RFCI Resilient Floor Covering Institute (301) 340 -8580 www.rfci.com RIS Redwood Inspection Service (925) 935 -1499 www.redwoodinspection. com SAE SAE International (877) 606 -7323 www.sae.org (724) 776 -4841 SCTE Society of Cable Telecommunications Engineers (800) 542 -5040 www.scte.org (610) 363 -6888 SDI Steel Deck Institute (847) 458 -4647 www.sdi.org SDI Steel Door Institute (440) 899 -0010 www.steeldoor.org SEFA Scientific Equipment and Furniture Association (877) 294 -5424 www.sefalabs.com (516) 294 -5424 SEI/ASCE Structural Engineering Institute /American Society of Civil 014200 - 11 REFERENCES Engineers (See ASCE) SGCC Safety Glazing Certification Council (315) 646 -2234 www.sgcc.org SIA Security Industry Association (866) 817 -8888 www.siaonline.org (703) 683 -2075 SJI Steel Joist Institute (843) 626 -1995 www.steeljoist.org SMA Screen Manufacturers Association (561) 533 -0991 www.smainfo.org SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803 -2980 National Association www.smacna.org SMPTE Society of Motion Picture and Television Engineers (914) 761 -1100 www.smpte.org SPFA Spray Polyurethane Foam Alliance (800) 523 -6154 www.sprayfoam.org SPIB Southern Pine Inspection Bureau (850) 434 -2611 www.spib.org SPRI Single Ply Roofing Industry (781) 647 -7026 www.spri.org SSINA Specialty Steel Industry of North America (800) 982 -0355 www.ssina.com (202) 342 -8630 SSPC SSPC: The Society for Protective Coatings (877) 281 -7772 www.sspc.org (412) 281 -2331 STI Steel Tank Institute (847) 438 -8265 www.steeltank.com SWI Steel Window Institute (216) 241 -7333 www.steelwindows.com SWRI Sealant, Waterproofing, & Restoration Institute (816) 472 -7974 www.swrionline.org TCNA Tile Council of North America, Inc. (864) 646 -8453 www.tileusa.com TIA/EIA Telecommunications Industry Association/Electronic Industries (703) 907 -7700 Alliance www.tiaonline.org TMS The Masonry Society (303) 939 -9700 www.masonrysociety.org 014200 - 12 REFERENCES TPI Truss Plate Institute, Inc. (703) 683 -1010 www.tpinst.org TPI Turfgrass Producers International (800) 405 -8873 www.turfgrasssod.org (847) 649 -5555 TRI Tile Roofing Institute (312) 670 -4177 www.tileroofing.org UL Underwriters Laboratories Inc. (877) 854 -3577 www.ul.com (847) 272 -8800 UNI Uni -Bell PVC Pipe Association (972) 243 -3902 www.uni- bell.org USAV USA Volleyball (888) 786 -5539 www.usavolleyball.org (719) 228 -6800 USGBC U.S. Green Building Council (800) 795 -1747 www.usgbc.org USITT United States Institute for Theatre Technology, Inc. (800) 938 -7488 www.usitt.org (315) 463 -6463 WASTEC Waste Equipment Technology Association (800) 424 -2869 www.wastec.org (202) 244 -4700 WCLIB West Coast Lumber Inspection Bureau (800) 283 -1486 www.wclib.org (503) 639 -0651 WCMA Window Covering Manufacturers Association (212) 297 -2122 www.wcmanet.org WCSC Window Covering Safety Council (800) 506 -4636 www.windowcoverings.org (212) 297 -2109 WDMA Window & Door Manufacturers Association (800) 223 -2301 www.wdma.com (847) 299 -5200 WI Woodwork Institute (Formerly: WIC - Woodwork Institute of (916) 372 -9943 California) www.wicnet.org WIC Woodwork Institute of California (Now WI) WMMPA Wood Moulding & Millwork Producers Association (800) 550 -7889 www.wmmpa.com (530) 661 -9591 WSRCA Western States Roofing Contractors Association (800) 725 -0333 www.wsrca.com (650) 570 -5441 WWPA Western Wood Products Association (503) 224 -3930 www.wwpa.org 014200 -13 REFERENCES C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up- to -date as of the date of the Contract Documents. DIN Deutsches Institut f?r Normung e.V. 49 30 2601 -0 www.din.de IAPMO International Association of Plumbing and Mechanical Officials (909) 472 -4100 www.iapmo.org ICC International Code Council (888) 422 -7233 www.iccsafe.org ICC -ES ICC Evaluation Service, Inc. www.icc - es.org UBC Uniform Building Code (See ICC) (800) 423 -6587 (562) 699 -0543 D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. CE Army Corps of Engineers (202) 761 -0011 www.usace.army.mil CPSC Consumer Product Safety Commission www.cpsc.gov DOC Department of Commerce www.commerce.gov (800) 638 -2772 (301) 504-7923 (202) 482 -2000 DOD Department of Defense (215) 697 -6257 http: / /.dodssp.daps.dla.mil DOE Department of Energy (202) 586 -9220 www.energy.gov EPA Environmental Protection Agency (202) 272 -0167 www.epa.gov FAA Federal Aviation Administration (866) 835 -5322 www.faa.gov FCC Federal Communications Commission (888) 225 -5322 www.fcc.gov FDA Food and Drug Administration (888) 463 -6332 www.fda.gov GSA General Services Administration (800) 488 -3111 www.gsa.gov 014200 - 14 REFERENCES HUD Department of Housing and Urban Development www.hud.gov LBL Lawrence Berkeley National Laboratory www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology www.nist.gov OSHA Occupational Safety & Health Administration www.osha.gov PBS Public Buildings Service (See GSA) (202) 708 -1112 (510) 486 -4000 (301) 975 -6478 (800) 321 -6742 (202) 693 -1999 PHS Office of Public Health and Science (202) 690 -7694 www.hhd.gov /ophs RUS Rural Utilities Service (202) 720 -9540 (See USDA) SD State Department (202) 647 -4000 www.state.gov TRB Transportation Research Board (202) 334 -2934 http: / /gulliver.trb.org USDA Department of Agriculture (202) 720 -2791 www.usda.gov USPS Postal Service (202) 268 -2000 www.usps.com E. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to -date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act (ADA) (800) 872- 2253 Architectural Barriers Act (ABA) (202) 272 - 0080 Accessibility Guidelines for Buildings and Facilities Available from U.S. Access Board www.access- board.gov CFR Code of Federal Regulations (866) 512 - 1800 Available from Government Printing Office (202) 512 - 1800 www.gpoaccess.gov /cfr/index.html 014200 - 15 REFERENCES DOD Department of Defense Military Specifications and Standards (215) 697- 2664 Available from Department of Defense Single Stock Point http: / /dodssp.daps.dla.mil DSCC Defense Supply Center Columbus (See FS) FED -STD Federal Standard (See FS) FS Federal Specification (215) 697 - 2664 Available from Department of Defense Single Stock Point http: / /dodssp.daps.dla.mil Available from Defense Standardization Program www.dps.dla.mil Available from General Services Administration www.gsa.gov Available from National Institute of Building Sciences www.wbdg.org/ccb FTMS Federal Test Method Standard (See FS) MIL (See MILSPEC) MIL -STD (See MILSPEC) MILSPEC Military Specification and Standards Available from Department of Defense Single Stock Point http: / /dodssp.daps.dla.mil UFAS Uniform Federal Accessibility Standards Available from Access Board www.access- board.gov (202) 619- 8925 (202) 289- 7800 (215)697- 2664 (800)872- 2253 (202)272- 0080 F. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up -to -date as of the date of the Contract Documents. 1. Latest edition of the "Standard Specifications for Road, Bridge and Municipal Construc- tion" prepared by the Washington State Department of Transportation and the American Public Works Association as adopted by the City. All items in the Standard Specifications relating to payment, change orders claims, time and the like are not applicable to this contract 014200 - 16 REFERENCES PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 014200 - 17 REFERENCES SECTION 015000 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities. B. Related Sections: 1. Division 1 Section "Summary" for limitations on work restrictions and utility interruptions. 1.3 USE CHARGES A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's other contractors, Architect, testing agencies, and authorities having jurisdiction. B. Sewer Service: Contractor shall pay for temporary portable toilets. C. Temporary Water Service: Coordinate any temporary water with local utility at the contractor's cost. Provide connections and extensions of services as required for construction operations. D. Temporary Electric Power Service: Coordinate any temporary power with PSE at the contractor's cost. Provide connections and extensions of services as required for construction operations. 1.4 INFORMATIONAL SUBMITTALS A. Moisture- Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage, including delivery, handling, and storage provisions for materials subject to water absorption or water damage, discarding water - damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water damaged Work. 015000 - 1 TEMP. FACILITIES AND CONTROLS 1. Indicate sequencing of work that requires water, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials. 1.5 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. C. Accessible Temporary Egress: Comply with applicable provisions in ICBO as adopted by Washington State. PART 2 - PRODUCTS 2.1 MATERIALS A. Polyethylene Sheet: Reinforced, fire- resistive sheet, 10 mils (0.25 mm) minimum thickness, with flame- spread rating of 15 or less per ASTM E 84. B. Security Fence: Portable Chain -Link Fencing: Minimum 2 -inch, 0.148 -inch- thick, galvanized- steel, chain -link fabric fencing; minimum 6 feet (1.8 m) high with galvanized -steel pipe posts; minimum 2 -3/8 -inch- (60 -mm -) OD line posts and 2 -7/8 -inch- (73 -mm -) OD corner and pull posts, with 1 -5/8 -inch- (42 -mm -) OD top and bottom rails. Provide concrete or steel bases for supporting posts. 2.2 TEMPORARY FACILITIES A. Field Offices, General: If desired, the Contractor may, at his/her expense, furnish and install a field office building at no additional cost to the Owner. 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate staging and storage areas where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. 015000 -2 TEMP. FACILITIES AND CONTROLS B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service. B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully. C. Water Service: Install temporary service. D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. E. Electric Power Service: Install temporary service. F. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. G. Telephone Service: Ensure teelephone service in common -use facilities for use by all construction personnel. 1. Post a list of important telephone numbers. a. Police and fire departments. b. Ambulance service. c. Contractor's home office. d. Architect's office. e. Engineers' offices. f. Owner's office. g. Principal subcontractors' field and home offices. 2. Provide superintendent with cellular telephone. 3.3 SUPPORT FACILITIES INSTALLATION A. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire- fighting equipment and access to fire hydrants. B. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations. Locate temporary roads and paved areas as indicated and as required for operations. 1. Provide dust- control treatment that is nonpolluting and nontracking. Reapply treatment as required to minimize dust. C. Temporary Use of Permanent Roads and Paved Areas: Locate temporary roads and paved areas in same location as permanent roads and paved areas. Construct and maintain temporary roads 015000 - 3 TEMP. FACILITIES AND CONTROLS and paved areas adequate for construction operations. Extend temporary roads and paved areas, within construction limits indicated, as necessary for construction operations. 1. Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas. 2. Prepare subgrade and install subbase and base for temporary roads and paved areas according to Section 312000 "Earth Moving." 3. Recondition base after temporary use, including removing contaminated material, regrading, proofrolling, compacting, and testing. 4. Delay installation of final course of permanent hot -mix asphalt pavement until immediately before Substantial Completion. Repair hot -mix asphalt base - course pavement before installation of final course according to Section 321216 "Asphalt Paving." D. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire- fighting equipment and access to fire hydrants. E. Parking: Use designated areas of Owner's existing parking areas or on -site for construction personnel as directed by the Architect. Do not use surrounding street parking. F. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water. 1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties nor endanger permanent Work or temporary facilities. 2. Remove snow and ice as required to minimize accumulations. G. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted. 1. Identification Signs: Provide Project identification signs as indicated on Drawings. 2. Temporary Signs: Provide other signs as required to inform public and individuals seeking entrance to Project. a. Provide temporary, directional signs for public and visitors. 3. Maintain and touchup signs so they are legible at all times. H. Waste Disposal Facilities: Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal." I. Waste Disposal Facilities: Provide waste - collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with progress cleaning requirements in Section 017300 "Execution." J. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. 1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. 015000 - 4 TEMP. FACILITIES AND CONTROLS 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities. B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. 1. Comply with work restrictions specified in Section 011000 "Summary." C. Temporary Erosion and Sedimentation Control: Comply with City Permit Requirements. D. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil - bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to erosion- and sedimentation- control Drawings or authorities having jurisdiction, whichever is more stringent. 1. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross tree- or plant- protection zones. 2. Inspect, repair, and maintain erosion- and sedimentation - control measures during construction until permanent vegetation has been established. 3. Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation from Project site during the course of Project. 4. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. A. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates. 1. Extent of Fence: As required to enclose entire Project site or portion determined sufficient to accommodate construction operations and as indicated on Drawings. 2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Double lock with Owner's padlock. B. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each work day. C. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. D. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. E. Protection: Install and maintain temporary fire- protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241. 1. Prohibit smoking in construction areas. 2. Supervise welding operations, combustion -type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction. 015000 - 5 TEMP. FACILITIES AND CONTROLS 3. Develop and supervise an overall fire- prevention and - protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. 3.5 MOISTURE CONTROL A. Contractor's Moisture- Protection Plan: Avoid trapping water in finished work. 3.6 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24 -hour basis where required to achieve indicated results and to avoid possibility of damage. C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Remove paved areas not intended for or acceptable for integration into permanent construction. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. 3. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Division 1 Section "Closeout Procedures." END OF SECTION 015000 - 6 TEMP. FACILITIES AND CONTROLS SECTION 016000 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products. B. Related Sections: 1. Division 1 Section "References" for applicable industry standards for products specified. 1.3 DEFINITIONS A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in- service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Basis -of- Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis -of- design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, . in- service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. 016000 - 1 Product Requirements 1.4 ACTION SUBMITTALS A. Comparable Product Requests: Submit request for consideration of each comparable product. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article. 2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Architect will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Form of Approval: As specified in Division 1 Section "Submittal Procedures." b. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated. B. Basis -of- Design Product Specification Submittal: Comply with requirements in Division 1 Section "Submittal Procedures." Show compliance with requirements. 1.5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions. B. Delivery and Handling: 1. Schedule delivery to minimize long -term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected. C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. 3. Store products that are subject to damage by the elements, under cover in a weather -tight enclosure above ground, with ventilation adequate to prevent condensation. 016000 - 2 Product Requirements 4. Store foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather - protection requirements for storage. 6. Protect stored products from damage and liquids from freezing. 7. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. 1. Manufacturer's Standard Form: Modified to include Project - specific information and properly executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed. 3. Refer to Divisions 2 through 16. Sections for specific content requirements and particular requirements for submitting special warranties. C. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures." PART 2- PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products. 016000 - 3 Product Requirements 6. Or Equal: For products specified by name and accompanied by the term or "or approved equal," or "or approved," comply with requirements in "Comparable Products" Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: 1. Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. 2. Manufacturer /Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. 3. Products: a. Restricted List: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience may be considered by the Architect under terms of this section. 4. Manufacturers: a. Restricted List: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience may be considered by the Architect under terms of this section. 5. Basis -of -Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. P P P Y Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. C. Visual Matching Specification: Where Specifications require "match Architect's sample ", provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. 1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Division 1 Section "Substitution Procedures" for proposal of product. D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. PART 3 - EXECUTION (Not Used) END OF SECTION 016000 4 Product Requirements SECTION 017300 EXECUTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. Installation of the Work. 4. Cutting and patching. 5. Coordination of Owner - installed products. 6. Progress cleaning. 7. Starting and adjusting. 8. Protection of installed construction. B. Related Requirements: 1. Section 011000 "Summary" for limits on use of Project site. 2. Section 013300 "Submittal Procedures" for submitting surveys. 3. Section 017700 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner- accepted deviations from indicated lines and levels, and final cleaning. 4. Section 311000 "Site Clearing" for demolition and removal of selected portions of the asphalt. 1.3 DEFINITIONS A. Cutting: Removal of in -place construction necessary to permit installation or performance of other work. B. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For land surveyor and professional engineer. 017300 - 1 EXECUTION B. Certificates: Submit certificate signed by land surveyor & professional engineer certifying that location and elevation of improvements comply with requirements. C. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal. 1.5 QUALITY ASSURANCE A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land- surveying services of the kind indicated. B. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load - carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 2. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the site or building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. C. Manufacturer's Installation Instructions: Obtain and maintain on -site manufacturer's written recommendations and instructions for installation of products and equipment. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. B. In -Place Materials: Use materials for patching identical to in -place materials. For exposed surfaces, use materials that visually match in -place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in -place materials. 017300 - 2 EXECUTION PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water - service piping; underground electrical services, and other utilities. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. C. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Furnish information to local utility and Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Division 1 "Project Management and Coordination." 017300 - 3 EXECUTION 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect promptly. B. General: Engage a Professional land surveyor to lay out the Work using accepted surveying practices. 1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish limits on use of Project site. 3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 4. Inform installers of lines and levels to which they must comply. 5. Check the location, level and plumb, of every major element as the Work progresses. 6. Notify Architect when deviations from required lines and levels exceed allowable tolerances. 7. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations. D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Architect. 3.4 FIELD ENGINEERING AND SURVEYING A. Identification: Owner will identify existing benchmarks, control points, and property corners. B. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations.. 1. Do not change or relocate existing benchmarks or control points without prior written approval of Architect. Report lost or destroyed permanent benchmarks or control points promptly. Report the need to relocate permanent benchmarks or control points to Architect before proceeding. 2. Replace lost or destroyed permanent benchmarks and control points promptly. Base replacements on the original survey control points. 017300 - 4 EXECUTION C. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and size of benchmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. 2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work. 3. Remove temporary reference points when no longer needed. Restore marked construction to its original condition. 3.5 INSTALLATION OF WORK A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations. F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with 017300 - 5 EXECUTION integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.6 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in -place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. C. Temporary Support: Provide temporary support of work to be cut. D. Protection: Protect in -place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Section 011000 "Summary." F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services /systems are required to be removed, relocated, or abandoned, bypass such services /systems before cutting to minimize interruption to occupied areas. G. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 017300 - 6 EXECUTION H. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.7 COORDINATION OF OWNER - INSTALLED PRODUCTS A. Site Access: Provide access to Project site for Owner's construction personnel. B. Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction personnel. 1. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual construction progress. 2. Preinstallation Conferences: Include Owner's construction personnel at preinstallation conferences covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences conducted by Owner's construction personnel if portions of the Work depend on Owner's construction. 3.8 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. 4. Coordinate progress cleaning for joint -use areas where Contractor and other contractors are working concurrently. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. 017300 - 7 EXECUTION E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or burn waste materials on -site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Section 015000 "Temporary Facilities and Controls." and Section 017419 "Construction Waste Management and Disposal." H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.9 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality Requirements." 3.10 PROTECTION OF INSTALLED CONSTRUCTION A. Provide fmal protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. END OF SECTION 017300 - 8 EXECUTION SECTION 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Salvaging nonhazardous demolition and construction waste. 2. Recycling nonhazardous demolition and construction waste. 3. Disposing of nonhazardous demolition and construction waste. 1.3 DEFINITIONS A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. C. Disposal: Removal off -site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work. 1.4 PERFORMANCE REQUIREMENTS General: Maximize end -of- Project rates for salvage /recycling in contractor directed plan. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators. Facilitate recycling and salvage of materials. 017419 - 1 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1.5 INFORMATIONAL SUBMITTALS A. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices. B. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices. 1.6 QUALITY ASSURANCE A. Waste Management Coordinator Qualifications: Experienced firm, with a record of successful waste management coordination of projects with similar requirements. B. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction. 1.7 WASTE MANAGEMENT PLAN A. General: Develop a waste management plan according to ASTM E 1609 and requirements in this Section. Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 PLAN IMPLEMENTATION A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract. 1. Comply with operation, termination, and removal requirements in Section 015000 "Temporary Facilities and Controls." B. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work. C. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold. 017419 - 2 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 2. Comply with Section 015000 "Temporary Facilities and Controls" for controlling dust and dirt, environmental protection, and noise control. 3.2 SALVAGING DEMOLITION WASTE A. Salvaged Items for Reuse in the Work: Salvage items for reuse and handle as follows: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed. 3. Store items in a secure area until installation. 4. Protect items from damage during transport and storage. 5. Install salvaged items to comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make items functional for use indicated. B. Salvaged Items for Sale and Donation: Not permitted on Project site. C. Salvaged Items for Owner's Use: Salvage items for Owner's use: 1. Any items as noted by Owner. Y 3.3 RECYCLING WASTE, GENERAL A. General: Recycle paper and beverage containers used by on -site workers. B. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process. C. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project site to the maximum extent practical according to approved construction waste management plan. 1. Provide appropriately marked containers or bins for controlling recyclable waste until removed from Project site. Include list of acceptable and unacceptable materials at each container and bin. 2. Stockpile processed materials on -site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 3. Stockpile materials away from construction area. Do not store within drip line of remaining trees. 3.4 RECYCLING CONSTRUCTION WASTE A. Packaging: 1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location. 2. Polystyrene Packaging: Separate and bag materials. 017419 - 3 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 3. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site. For pallets that remain on -site, break down pallets into component wood pieces and comply with requirements for recycling wood. 4. Crates: Break down crates into component wood pieces and comply with requirements for recycling wood. B. Wood Materials: 1. Clean Cut -Offs of Lumber and recycle. 3.5 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Burning: Burning of waste materials is permitted only at designated areas on Owner's property, provided required permits are obtained. Provide full -time monitoring for burning materials until fires are extinguished. D. Disposal: Remove temporary soil waste materials and dispose of at designated spoil areas on Owner's property. E. Disposal: Remove waste materials from Owner's property and legally dispose of them. END OF SECTION 017419 - 4 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL SECTION 017700 CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Substantial Completion procedures. 2. Final completion procedures. 3. Warranties. 4. Final cleaning. B. Related Sections: 1. Division 1 Section "Execution" for progress cleaning of Project site. 2. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 3. Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 4. Divisions 2 through 34 Sections for specific closeout and special cleaning requirements for the Work in those Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete with request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 3. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 4. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 5. Complete startup testing of systems. 6. Submit test/adjust/balance records. 7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 8. Advise Owner of changeover in heat, water, and other utilities. 017700 - 1 Closeout Procedures 9. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 10. Complete final cleaning requirements, including touchup painting. 11. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for final completion. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining final completion, complete the following: 1. Submit a final Application for Payment according to Attachment G, Item 4 "Compensation" of Public Works Contract for Federal Way Town Square Park 2. Submit copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.5 WARRANTIES A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work Where commencement of warranties other than date of Substantial Completion is indicated. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 017700 - 2 Closeout Procedures 1. Bind warranties and bonds in heavy -duty, three -ring, vinyl- covered, loose -leaf binders, thickness as necessary to accommodate contents, and sized to receive 8- 1 /2 -by -11 -inch paper. 2. Provide heavy paper dividers with plastic - covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. D. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Perform final cleaning. Conduct cleaning and waste - removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. c. Rake grounds that are neither planted nor paved to a smooth, even - textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove snow and ice to provide safe access to building. f. Clean exposed exterior and interior hard - surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. 017700 - 3 Closeout Procedures g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. h. Sweep concrete floors broom clean in unoccupied spaces. i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain. j. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision - obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. k. Remove labels that are not permanent. 1. Touch up and otherwise repair and restore marred, exposed fmishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. m. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. n. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity. o. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. p. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. q. Clean ducts, blowers, and coils if units were operated without filters during construction or that display contamination with particulate matter upon inspection. r. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. s. Leave Project clean and ready for occupancy. C. Construction Waste Disposal: Comply with waste disposal requirements in Division 1 Section "Temporary Facilities and Controls." END OF SECTION 017700 - 4 Closeout Procedures SECTION 017810, PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for project record documents, including the following: 1. Record Drawings. 2. Record Product Data. 3. Miscellaneous Record submittals. B. Related Sections: 1. Division 1 Section "Execution" for final property survey. 2. Division 1 Section "Closeout Procedures" for general closeout procedures. 3. Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 4. Divisions 2 through 44 Sections for specific requirements for project record documents of the Work in those Sections. 1.3 CLOSEOUT SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit copies of record Drawings as follows: a. Submittal: Submit one paper copy set of marked -up record prints. Architect will indicate whether general scope of changes, additional information recorded, and quality of drafting are acceptable. Make revisions and re- submit. B. Reports: Submit written report indicating items incorporated in Project record documents concurrent with progress of the Work, including modifications, concealed conditions, field changes, product selections, and other notations incorporated. PART 2 - PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of marked -up paper copies of the Contract Drawings and Shop Drawings. 017810 - 1 Project Record Documents 1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked -up record prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it. d. Record and check the markup before enclosing concealed installations. e. Cross - reference record prints to corresponding archive photographic documentation. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. c. Depths of foundations below first floor. d. Locations and depths of underground utilities. e. Revisions to routing of piping and conduits. f. Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed internal utilities. j. Changes made by Change Order or Change Directive. k. Changes made following Architect's written orders. 1. Details not on the original Contract Drawings. m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings and Shop Drawings completely and accurately. Utilize personnel proficient at recording graphic information in production of marked -up record prints. 4. Mark record sets with erasable, red - colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. 1. Record Prints: Organize record prints and newly prepared record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Identification: As follows: a. Project name. b. Date. c. Designation "PROJECT RECORD DRAWINGS." d. Name of Architect. e. Name of Contractor. 017810 - 2 Project Record Documents 2.2 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders, record Specifications and record Drawings where applicable. B. Format: Submit record Product Data as paper copy of marked up paper copy of Product Data. 1. Include record Product Data directory organized by specification section number and title, electronically linked to each item of record Product Data. 2.3 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. B. Format: Submit miscellaneous record submittals as paper copy of marked up miscellaneous record submittals. 1. Include miscellaneous record submittals directory organized by specification section number and title, electronically linked to each item of miscellaneous record submittals. PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and modifications to project record documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store record documents and Samples in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Architect's reference during normal working hours. END OF SECTION 017810 - 3 Project Record Documents SECTION 017820 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Operation and maintenance documentation directory. 2. Emergency manuals. 3. Operation manuals for systems, subsystems, and equipment. 4. Product maintenance manuals. 5. Systems and equipment maintenance manuals. B. Related Sections: 1. Division 1 Section "Submittal Procedures" for submitting copies of submittals for operation and maintenance manuals. 2. Divisions 2 through 33 Sections for specific operation and maintenance manual requirements for the Work in those Sections. 1.3 DEFINITIONS A. System: An organized collection of parts, equipment, or subsystems united by regular interaction. B. Subsystem: A portion of a system with characteristics similar to a system. 1.4 CLOSEOUT SUBMITTALS A. Manual Content: Operations and maintenance manual content is specified in individual specification sections to be reviewed at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section. 1. Where applicable, clarify and update reviewed manual content to correspond to modifications and field conditions. B. Format: Submit operations and maintenance manuals in the following format: 017820 - 1 Operation and Maintenance Data PART 2- PRODUCTS 2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY A. Organization: Include a section in the directory for each of the following: 1. List of documents. 2. List of systems. 3. List of equipment. 4. Table of contents. B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information about each system. C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list. D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual. E. Identification: In the documentation directory and in each operation and maintenance manual, identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building Systems." 2.2 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name and contact information for Contractor. 6. Name and contact information for Construction Manager. 7. Name and contact information for Architect. 8. Name and contact information for Commissioning Agent. 9. Names and contact information for major consultants to the Architect that designed the systems contained in the manuals. 10. Cross- reference to related systems in other operation and maintenance manuals. 017820 - 2 Operation and Maintenance Data C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross - referenced to Specification Section number in Project Manual. 1. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. E. Manuals, Paper Copy: Submit manuals in the form of hard copy, bound and labeled volumes. 1. Binders: Heavy -duty, three -ring, vinyl - covered, loose -leaf binders, in thickness necessary to accommodate contents, sized to hold 8- 1 /2 -by -11 -inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets. a. If two or more binders are necessary to accommodate data of a system, organize data in each binder into groupings by subsystem and related components. Cross - reference other binders if necessary to provide essential information for proper operation or maintenance of equipment or system. b. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, subject matter of contents. Indicate volume number for multiple- volume sets. 2. Dividers: Heavy -paper dividers with plastic - covered tabs for each section of the manual. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross - referenced to Specification Section number and title of Project Manual. 3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software storage media for computerized electronic equipment. 4. Supplementary Text: Prepared on 8- 1 /2 -by -11 -inch white bond paper. 5. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations. 2.3 EMERGENCY MANUALS A. Content: Organize manual into a separate section for each of the following: 1. Type of emergency. 2. Emergency instructions. 3. Emergency procedures. B. Type of Emergency: Where applicable for each type of emergency indicated below, include instructions and procedures for each system, subsystem, piece of equipment, and component: 017820 - 3 Operation and Maintenance Data 1. Fire. 2. Flood. 3. Gas leak. 4. Water leak. 5. Power failure. 6. Water outage. 7. System, subsystem, or equipment failure. 8. Chemical release or spill. C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, and similar codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer, supplier, and manufacturer to maintain warranties. D. Emergency Procedures: Include the following, as applicable: 1. Instructions on stopping. 2. Shutdown instructions for each type of emergency. 3. Operating instructions for conditions outside normal operating limits. 4. Required sequences for electric or electronic systems. 5. Special operating instructions and procedures. 2.4 OPERATION MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. Use designations for systems and equipment indicated on Contract Documents. 2. Performance and design criteria if Contractor is delegated design responsibility. 3. Operating standards. 4. Operating procedures. 5. Operating logs. 6. Wiring diagrams. 7. Control diagrams. 8. Piped system diagrams. 9. Precautions against improper use. 10. License requirements including inspection and renewal dates. B. Descriptions: Include the following: 1. Product name and model number. Use designations for products indicated on Contract Documents. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts. C. Operating Procedures: Include the following, as applicable: 017820 - 4 Operation and Maintenance Data 1. Startup procedures. 2. Equipment or system break -in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures. D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. E. Piped Systems: Diagram piping as installed, and identify color- coding where required for identification. 2.5 PRODUCT MAINTENANCE MANUALS A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below. B. Source Information: List each product included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross - reference Specification Section number and title in Project Manual and drawing or schedule designation or identifier where applicable. C. Product Information: Include the following, as applicable: 1. Product name and model number. 2. Manufacturer's name. 3. Color, pattern, and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and the following: I. Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. 017820 5 Operation and Maintenance Data 2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below. B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross - reference Specification Section number and title in Project Manual and drawing or schedule designation or identifier where applicable. C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment: 1. Standard maintenance instructions and bulletins. 2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly. 3. Identification and nomenclature of parts and components. 4. List of items recommended to be stocked as spare parts. D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures: 1. Test and inspection instructions. 2. Troubleshooting guide. 3. Precautions against improper maintenance. 4. Disassembly; component removal, repair, and replacement; and reassembly instructions. 5. Aligning, adjusting, and checking instructions. 6. Demonstration and training video recording, if available. E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies. 2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance. F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross - referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services. G. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. 017820 - 6 Operation and Maintenance Data PART 3 - EXECUTION 3.1 MANUAL PREPARATION A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals. B. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by emergency personnel and by Owner's operating personnel for types of emergencies indicated. C. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work. D. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. 1. Engage a factory- authorized service representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system. 2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel. E. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. 1. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems. F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in record Drawings to ensure correct illustration of completed installation. 1. Do not use original project record documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared record Drawings in Division 1 Section "Project Record Documents." G. Comply with Division 1 Section "Closeout Procedures" for schedule for submitting operation and maintenance documentation. END OF SECTION 017820 - 7 Operation and Maintenance Data SECTION 033110 CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes cast -in -place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes. B. Related Requirements: 1. Section 312000 "Earthwork ". 1.3 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash, slag cement, other pozzolans, and silica fume; materials subject to compliance with requirements. B. W/C Ratio: The ratio by weight of water to cementitious materials. 1.4 PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site. 1. Before submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materials. Require representatives of each entity directly concerned with cast -in -place concrete to attend, including the following: a. Contractor's superintendent. b. Independent testing agency responsible for concrete design mixtures. c. Ready -mix concrete manufacturer. d. Concrete Subcontractor. e. Special concrete finish Subcontractor. 2. Review special inspection and testing and inspecting agency procedures for field quality control, concrete finishes and finishing, curing procedures, construction contraction and control joints, and joint - filler strips, forms and form removal limitations, steel reinforcement installation, floor and slab flatness and levelness measurement, and concrete protection. CAST -IN -PLACE CONCRETE 033110 - 1 1.5 ACTION SUBMITTALS A Product Data: For each type of product. B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mixing water to be withheld for later addition at Project site. C. Steel Reinforcement Shop Drawings: Placing Drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement. 1.6 INFORMATIONAL SUBMITTALS A. Material Certificates: For each of the following, signed by manufacturers: 1. Cementitious materials. 2. Admixtures. 3. Steel reinforcement and accessories. 4. Repair materials. 1.7 DELIVERY, STORAGE, AND HANDLING A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage. 1.8 FIELD CONDITIONS A. Cold- Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When average high and low temperature is expected to fall below 40 deg F (4.4 deg C) for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301 (ACI 301M). 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. B. Hot- Weather Placement: Comply with ACI 301 (ACI 301M) and as follows: 1. Maintain concrete temperature below 90 deg F (32 deg C) at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. CAST -1N -PLACE CONCRETE 033110 - 2 2. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. PART 2 - PRODUCTS 2.1 CONCRETE, GENERAL A. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 301 (ACI 301M). 2.2 FORM - FACING MATERIALS A. Smooth - Formed Finished Concrete: Form- facing panels that provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. 1. Plywood, metal, or other approved panel materials. a. Medium - density overlay, Class 1 or better; mill- release agent treated and edge sealed. b. B -B (Concrete Form), Class 1 or better; mill oiled and edge sealed. B. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum. C. Form- Release Agent: Commercially formulated form- release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces. D. Form Ties: Factory- fabricated, removable or snap -off glass - fiber- reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that leave no corrodible metal closer than 1 inch (25 mm) to the plane of exposed concrete surface. 2. Furnish ties that, when removed, leave holes no larger than 1 inch (25 mm) in diameter in concrete surface. 2.3 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. 2.4 REINFORCEMENT ACCESSORIES A. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60 , plain -steel bars, cut true to length with ends square and free of burrs. CAST -IN -PLACE CONCRETE 033110 - 3 B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded -wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 2.5 CONCRETE MATERIALS A. Cementitious Materials: 1. Portland Cement: ASTM C 150 /C 150M, Type I, gray. 2. Fly Ash: ASTM C 618, Class F or C. B. Normal- Weight Aggregates: ASTM C 33/C 33M, coarse aggregate or better, graded. Provide aggregates from a single source. Retain coarse - aggregate size from three options in "Maximum Coarse- Aggregate Size" Subparagraph below; insert gradation requirements if preferred. Aggregate size limits relate to spacing of steel reinforcement, depth of slab, or thickness of concrete member. 1. Maximum Coarse - Aggregate Size: 3/4 inch 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. C. Air - Entraining Admixture: ASTM C 260 /C 260M. D. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and that do not contribute water - soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 1. Water- Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. 2. Plasticizing and Retarding Admixture: ASTM C 1017 /C 1017M, Type II. E. Water: ASTM C 94/C 94M and potable. 2.6 REPAIR MATERIALS A. Repair Underlayment: Cement -based, polymer - modified, self - leveling product that can be applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations. 1. Cement Binder: ASTM C 150/C 150M, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well- graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer. 4. Compressive Strength: Not less than 4100 psi at 28 days when tested according to ASTM C 109 /C 109M. CAST -IN -PLACE CONCRETE 033110 - 4 2.7 CONCRETE MIXTURES, GENERAL A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301 (ACI 301M). B. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water- reducing or plasticizing admixture in concrete, as required, for placement and workability. 2.8 CONCRETE MIXTURES FOR BUILDING ELEMENTS A. Light Pole Bases: Normal- weight concrete. 1. Minimum Compressive Strength: 3000 psi at 28 days. 2. Slump Limit: 5 inches for concrete with verified slump of 2 to 4 inches before adding high -range water- reducing admixture or plasticizing admixture, plus or minus 1 inch. 3. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4 -inch nominal maximum aggregate size. 2.9 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.10 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and delivery time from 1 -1/2 hours to 75 minutes; when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes. PART 3 - EXECUTION 3.1 FORMWORK INSTALLATION A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. C. Limit concrete surface irregularities, designated by ACI 347 as abrupt or gradual, as follows: 1. Class A, 1/8 inch for smooth - formed finished surfaces. CAST -IN -PLACE CONCRETE 033110 - 5 D. Construct forms tight enough to prevent loss of concrete mortar. E. Construct forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast - concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. 1. Install keyways, reglets, recesses, and the like, for easy removal. 2. Do not use rust- stained steel form - facing material. F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off templates or compacting -type screeds. G. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. H. Chamfer exterior corners and edges of permanently exposed concrete. I. Use only round forms designed for light pole bases, unless approved by the Architect. J. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. K. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. L. Coat contact surfaces of forms with form- release agent, according to manufacturer's written instructions, before placing reinforcement. 3.2 EMBEDDED ITEM INSTALLATION A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in -place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 1. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC 303. 2. Install reglets to receive waterproofing and to receive through -wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions. 3. Install dovetail anchor slots in concrete structures as indicated. 3.3 REMOVING FORMS General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 48 hours after placing concrete. Concrete has to be hard enough to not be damaged by form- removal operations, and curing and protection operations need to be maintained. CAST -IN -PLACE CONCRETE 033110 - 6 B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form- facing material are not acceptable for exposed surfaces. Apply new form- release agent. C. All forms shall be completely removed. 3.4 SHORING AND RESHORING INSTALLATION A. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring and reshoring. 1. Do not remove shoring or reshoring until measurement of slab tolerances is complete. B. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and provide adequate reshoring to support construction without excessive stress or deflection. 3.5 STEEL REINFORCEMENT INSTALLATION A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that reduce bond to concrete. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. 3.6 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections are completed. B. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301. 1. Do not add water to concrete after adding high -range water - reducing admixtures to mixture. C. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete is placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. CAST -IN -PLACE CONCRETE 033110 - 7 1. Deposit concrete in horizontal layers of depth not to exceed formwork design pressures and in a manner to avoid inclined construction joints. 2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. 3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. 3.7 FINISHING FORMED SURFACES A. Smooth - Formed Finish: As -cast concrete texture imparted by form- facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fms and other projections that exceed specified limits on formed - surface irregularities. 3.8 MISCELLANEOUS CONCRETE ITEM INSTALLATION A. Filling In: Fill in holes and openings left in concrete structures after work of other trades is in place unless otherwise indicated. Mix, place, and cure concrete, as specified, to blend with in- place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work. 3.9 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold - weather protection and ACI 301 for hot - weather protection during curing. B. Evaporation Retarder: Apply, evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for remainder of curing period. D. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials: a. Water. b. Continuous water -fog spray. CAST -IN -PLACE CONCRETE 033110 - 8 c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12 -inch lap over adjacent absorptive covers. 3.10 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. B. Repair materials and installation not specified above may be used, subject to Architect's approval. 3.11 FIELD QUALITY CONTROL A. Special Inspections: Owner may engage a special inspector and qualified testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Inspections: 1. Steel reinforcement placement. 2. Steel reinforcement welding. 3. Verification of use of required design mixture. 4. Concrete placement, including conveying and depositing. C. Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172/C 172M shall be performed according to the following requirements: 1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding 5 cu. yd., but less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof. a. When frequency of testing provides fewer than five compressive - strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. END OF SECTION CAST -IN -PLACE CONCRETE 033110 - 9 SECTION 312000 EARTHWORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Excavation & disposal off site of soils for light pole bases 2. Trenching for one conduit to the west of the restroom building 1.3 DEFINITIONS A. Backfill: Soil materials used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. B. Bedding Course: Layer placed over the excavated subgrade in a trench before laying pipe. C. Borrow: Satisfactory soil imported from off -site for use as fill or backfill. D. Excavation: Removal of material encountered above subgrade elevations. 1. Additional Excavation: Excavation below subgrade elevations as directed by Architect. Additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. 2. Bulk Excavation: Excavations more than 10 feet (3 m) in width and pits more than 30 feet (9 m) in either length or width. 3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated dimensions without direction by Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be without additional compensation. E. Fill: Soil materials used to raise existing grades. F. Rock: Rock material in beds, ledges, unstratified masses, and conglomerate deposits and boulders of rock material exceeding 1 cu. yd. (0.76 cu. m) for bulk excavation or 3/4 cu. yd. (0.57 cu. m) for footing, trench, and pit excavation that cannot be removed by rock excavating equipment equivalent to the following in size and performance ratings, without systematic drilling, ram hammering, ripping, or blasting, when permitted: 312000 - 1 Earthwork 1. Excavation of Footings, Trenches, and Pits: Late - model, track - mounted hydraulic excavator; equipped with a 42 -inch- (1065 -mm -) wide, short- tip - radius rock bucket; rated at not less than 120 -hp (89 -kW) flywheel power with bucket - curling force of not less. than 25,000 lbf (111 kN) and stick -crowd force of not less than 18,700 lbf (83 kN); measured according to SAE J -1179. 2. Bulk Excavation: Late - model, track - mounted loader; rated at not less than 210 -hp (157 - kW) flywheel power and developing a minimum of 45,000 -lbf (200 -kN) breakout force; measured according to SAE J -732. G. Rock: Rock material in beds, ledges, unstratified masses, and conglomerate deposits and boulders of rock material 3/4 cu. yd. (0.57 cu. m) or more in volume that when tested by an independent geotechnical testing agency, according to ASTM D 1586, exceeds a standard penetration resistance of 100 blows /2 inches (97 blows /50 mm). H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man -made stationary features constructed above or below the ground surface. I. Subbase Course: Layer placed between the subgrade and base course for asphalt paving, or layer placed between the subgrade and a concrete pavement or walk. J. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. K. Utilities include on -site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. L. Standard Specifications: Reference in this section to the Standard Specifications shall mean the latest edition of the "Standard Specifications for Road, Bridge and Municipal Construction" prepared by the Washington State Department of Transportation and the American Public Works Association as adopted by the City. All construction work shall be performed in accordance with the latest edition of the Standard Specifications. All items in the Standard Specifications relating to payment, change orders claims, time and the like are not applicable to this contract. 1.4 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving adjacent facilities unless permitted in writing by Architect and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Architect not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Architect's written permission. 3. Contact utility- locator service for area where Project is located before excavating. B. Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies to shut off services if lines are active. C. Barricade open excavations and post warning lights and other devices as required by applicable codes and laws. Operate warning lights as recommended by authorities having jurisdiction. 312000 - 2 Earthwork Protect structures, utilities, pavements, existing vegetation, and other facilities immediately adjacent to excavations from damages caused by settlement, lateral movement, undermining, wash -out, and other hazards. D. Existing site conditions & drawings: Prior to submitting a bid, the Contractor shall examine the existing conditions of the site and shall submit in writing, prior to submitting his or her bid, to the Architect any concerns or discrepancies of existing site to conditions indicated on plans. Submittal of a bid shall indicate acceptance that the representation of the existing conditions on the bid drawings are acceptable to the contractor and no claim shall be made regarding any discrepancy. Contractor, by submitting a bid, acknowledges that this geographical region experiences an extensive rainy season. Contractor acknowledges that it is experienced with working on and accomplishing similar projects during this rainy season and has prepared its bid taking the impacts of the rainy season on the progress of the work into full consideration. Accordingly, neither the Architect nor the Owner will authorize additional costs or extensions of time to the contract unless the job site experiences a twenty -five (25) year (or greater) storm event, in which case adjustments to the contract amount or time may be allowed, depending on the particular facts and circumstances at that time, as determined by the Architect. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations at no additional cost to the Owner. B. Satisfactory Soils: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM, or a combination of these group symbols; free of rock or gravel larger than 3 inches (75 mm) in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. C. Unsatisfactory Soils: ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT, or a combination of these group symbols. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Protect subgrades and foundation soils against freezing temperatures or frost. Provide protective insulating materials as necessary. 312000 - 3 Earthwork C. Provide erosion - control measures to prevent erosion or displacement of soils and discharge of soil - bearing water runoff or airborne dust to adjacent properties and walkway as required to prevent erosion or runoff, regardless if shown on the drawings or not. D. Ground Surface Within Building, Pavement, and Landscape Development Areas: Stripped of vegetation, soils containing organic material, and unacceptable surface soils. Remove above and below grade improvements not required to remain. 1. Remove roots 0.5 inch diameter and larger. 3.2 DEWATERING A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation. 1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches. 3.3 EXCAVATION, GENERAL A. Unclassified Excavation: Excavation to subgrade elevations regardless of the character of surface and subsurface conditions encountered, including rock, soil materials, and obstructions. 1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials at no additional cost. 3.4 APPROVAL OF SUBGRADE A. Notify Architect when excavations have reached required subgrade. Do not compact subgrade under areas to receive porous paving sections. B. If Architect determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. 1. Additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. C. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Architect. 3.5 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill may be used when approved by Architect. Filling of unauthorized excavations will be at no additional cost to the Owner. 1. Fill unauthorized excavations under other construction or utility pipe as directed by Architect. 312000 - 4 Earthwork 3.6 MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. 2. Spread in layers, scarify, disc and harrow and air -dry otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight until optimum moisture content is obtained. See paragraph 1.5 F above. 3.7 FIELD QUALITY CONTROL A. Testing Agency: Owner may engage a qualified independent geotechnical engineering testing agency to perform field quality- control testing. B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after test results for previously completed work comply with requirements. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. If any of the areas tested fail to meet specifications in any way, they shall be excavated and re- filled and compacted as directed by the Architect at no additional expense to the Owner. The area in question shall then be retested by the Owner's testing lab or Soils Engineer and the cost of this retest shall be paid for by the Contractor, either by direct payment or by change order. 3.8 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Cover, straw or seed any area left exposed to weather or as required by the City, at no additional expense to the Owner. Keep free of trash and debris. B. Repair and reestablish grades to specified tolerances, at no additional cost to the Owner, where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to contractor's subsequent construction operations or weather conditions. 1. Scarify or remove and replace soil material to depth as directed by Architect; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing at no additional cost to the Owner if, in the Architect's opinion, the settlement is due to improper installation on the Contractor's part. 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greatest extent possible. 312000 - 5 Earthwork 3.9 RESTORATION OF LANDSCAPING A. Owner will restore the lawn to a limit of a 6' radius around each pole base. Contractor is responsible for restoration of any damage outside of that 6' radius limit, and any other damage repair. 3.10 TIMING AND DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Timing and Disposal: All of the existing material shall be transported off site at no additional cost to the Owner. Remove waste material, including trash and debris, and legally dispose of it off Owner's property at no additional cost. END OF SECTION 312000 - 6 Earthwork DAVID A. CLARK ARCHITECTS, PLLC SITE LIGHTING ADDENDUM NO. SL -1 Federal Way Town Square Park Phase 3 — Site Lighting RFB #15 -019 Project: Federal Way Town Square Park Site Lighting, Phase 3 Bid Date: Thursday, January 7, 2016, 2 PM PST Addendum Date: December 23, 2015 Sent From: City of Federal Way, Owner Sent Via: David A. Clark Architects, PLLC TO ALL PLANHOLDERS OF RECORD: Notice is hereby given to all planholders of record on this date that the following Addendum shall supplement and supersede (if in conflict) all affected portions of the contract on the above referenced project. Acknowledge the receipt of this Addendum in the space provided on the Bid Proposal. Failure to do so may subject the Bidder to disqualification. All items shown in strikeout have been removed from the specifications or drawings and all items shown as underlined have been added to the specifications or drawings. Bold type is added for emphasis only. Please note this addendum applies only to the phase noted above. DRAWINGS: 1. Replace entire sheet E -001 with the attached END OF ADDENDUM NO. SL-1 33017 134TH AVENUE SOUTH, AUBURN, WA 98092 -8519. TEL 253.351.8877 A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Oregon, Pennsylvania, Texas and Washington LIGHTING FIXTURE SCHEDULE J 7 I i it R Q b 1# .n Y m m4 it t* 6 anftrownenswcemi 'amen mmi JJQ is QJ ii 14 gi :9 g b ygyg Y!& °� 1 3, +j i p il SOY 31 :0 o; • �� tl • ip y 30; g IN by ga 4 A A A :• 411 111 0 GENERAL NOTES BRANCH CIRCUIT KEY 8 8 S i 00000 Mg ?ili u ; Y y - 1 1.4 _ \1�EIj W "S '3AV /4103 ELECTRICAL SITE LIGHTING PLAN APPENDIX B PROJECT DRAWINGS The following list comprise the Project Drawings: ELECTRICAL SITE LIGHTING PLAN E001 City of Federal Way Town Square Park RFB ver. 4 -15 Page 54 RFB # 15 -019 2015 11 it 6 !s DETAIL NOTES 2`s 1° `a Q m T 0 a BRANCH CIRCUIT KEY 1! b �$$ � 2 g tltl 9 is 3 pia 9 1 T PEDESTRIAN POLE BASE DETAIL g meow -I —I ten, 1 —I k 5 av av 2 11 XTURE SCHEOUL R S! ? a k- f 2� 3! ' ya Y ( z °s ZR es 8i .1•J a -2 R2 DETAIL NOTES 2`s 1° `a Q m T 0 a BRANCH CIRCUIT KEY 1! b �$$ � 2 g tltl 9 is 3 pia 9 1 T PEDESTRIAN POLE BASE DETAIL g APPENDIX C PREVAILING WAGE RATES Benefit Code Kev for 12/9/2015 King King King ar• -nters ar•enters King ar•enters King King Kil King King King in King King King Electricians - Inside lectricans °w.lrsid Electricians - Inside Bridge, Dock And Wharf Carpenters Carpenters on Stationary Tools so en Floor Finisher Flo'e' Scaffold Erector ourney Level,. Journey Level Cable "Splicer'' Cable Splicer (tunnel) ert"fie Certified Welder (tunnel) Electricians" -,Inside Construction k Person' Electricians - Inside Electricians - Motor Sho • .011( =14 NUE 04 (01 5 King King Electricians - Powerline Construction Electricians Powerline Electricians - Powerline Construction tectricians. - Powerline onstruction Electricians - Powerline Construction Journey Level .tourney tunnel Craftsman ourney Level Cable Splicer $54.02 $54.15 $54.02 $54.02 $26.59 5D 5D 5D 5D 5L $69.22 $37 $62.30 $15.37 $69.95 7C 7C 5A 4C 4C 4C 4C 1E 4E 4E 4E 4D Groundperson Heavy Line Equipment Operator $43.62 5A 4D ourney Level Lineperson $63.97 5A 4D King Electricians - Powerline Pole Sprayer $63.97 5A 4D King King King Electronic Technicians Laborers oret Laborers ourney Level irtrac Drill Operator BaLtast Warn Batch Weighman $45.32 $37.26 7A 7A 31 31 City of Federal Way Town Square Park RFB ver. 4 -15 Page 55 RFB # 15 -019 2015 Carpenter Tender $43.95 7A Cement Dumper - paving t Fmishe .-..n? Change House Or Dry Shack Kim abore s :, Chokes- titter } King Laborers Chuck Tender Ktng Laborers Clary ~Power Spr °eader .. k King Laborers Clean -up Laborer King Laborers Concrete pumper /chute, Operator King Laborers Concrete Form Stripper King "Laborers Concrete' Placement Crew King Laborers Concrete Saw Operator /core Driller $43.95 7A King Laborers Crusher Feeder $37.26 7A a 31 King Laborers Curing Laborer $43.95 7A 31 King Laborers Demolition Wrecking Et Moving $43 95 7A 31 (mc charred_ Material? King Laborers Ditch Digger $43.95 7A 31 King Laborers Diver $45.32 7A 31 King Laborers Drill Operator $44.76 7A 31 (hydraulic,diamond) King Laborers Dry Stack Watts $43.95 ; 7A " 31 King Laborers Dump Person $43.95 7A 31 King r. Laborers Epoxy Technician $43.95 7A 3t King Laborers Erosion Control Worker $43.95 7A 31 King Laborers Faller £t Bucker Chain Saw $44.76 7A 3l King Laborers Fine Graders $43.95 7A 31 King Laborers Firewatch $37 26 7Q 3l King Laborers Form Setter $43.95 7A 31 King Laborers > Gabian Basket Builders $43.95 °7A King Laborers General Laborer $43.95 7A 31 King Laborers Grade Checker Transit $45.32 7A! Person Laborers Grinders $43.95 7A Laborers Grout ;Machine Tender $43 95 7A Laborers Groutmen (pressure)including $44.76 7A Post Tension Beams City of Federal Way Town Square Park RFB ver. 4 -15 Page 56 RFB # 15 -019 2015 Laborers Hazardous Waste Worker (level Cl Jackhammer Laborers fit $43.95 aintenance Person $43.95 aterial Yard Person $43.95 Laborers Green Cutter When Using Combination Of High Pressure it £t Water On Concrete a Rock, Sandblast, Gunite, Shotcrete, Water Bla Pavement IBreaker Laborers Laborers Laborers Laborers Laborers Pot Tender Powdermar Laborers Powderman's Helper $43.95 Railroad Spike Puller - Power Raker - Asphalt Re- timberman $45.32 Remote Equipment Operator Rigger /signal Person $43.9 Laborers Laborers Laborers Rivet Buster Rodder Scaffold Erector $43.95 King Laborers Spreader (concrete) Laborers Stock Piler $43.95 ers Laborers City of Federal Way Town Square Park RFB ver. 4 -15 Toolroom Person (at Jobsite) Page 57 $43.95 RFB # 15 -019 2015 King King King King King King Laborers Laborers aborers rack Laborer raffic Control Laborer ruck Spotter $43.95 7A 7A 31 31 unnel Work- Compressed Air Worker 0 -30 psi $43.95 $74.29 7A unnel Work - Compressed Air Worker 44.01 -54.00 psi unnel Work- Compressed Air orker 60.01 -64.00 psi $90.82 King King King King King Sting King ing King Laborers Com[x esse 7A 7A 7A 31 31 31 31 unnel Work- Compressed Air Worker 68.01 -70.00 psi unnel Work- Compressed Air Worker 72.01 -74.00 psi $97.82 7A $101.82 7A 31 31 tig Laborers rers` Laborers Laborers Laborers Laborers unnel Work -Miner Vinyl Seamer Laborers sca : e Construction King Landsca • e Construction andsca • e Construction King Kin King King King kg King etal Fabrication In Sho etal:,Fabrication. In `5 eLt point Laborer Window Washer /cleaner Irrigation Or Lawn Sprinkle lristallers $45.42 $43.95 $33.86 7A 7A $44.76 $44.76 $33.86 7A 7A 31 31 31 31 Landscape Equipment Operators Or Truck Drivers Landscaping or Ranting laborers $28.17 Fitter 1 M=E $15.86 etal Fabrication In Sho achine Operator i�ant etal Fabrication In Sho elder Power E • ui • ment 0 • erators Power E • ui • ment 0 • erators $13.04 $15.48 phalt Pant Operators : s ssistant Engineer 'rr ne. 7A 1pper) Batch Plant Operator, Concrete BL $56.44 7A 3C 3C 8P 8P City of Federal Way Town Square Park RFB ver. 4 -15 Page 58 RFB # 15 -019 2015 King Power Equipment Operators Brokk - Remote Demolition $53.57 7A 3C 8P Equipment Power Equipment Operators Bump Cutter $56.44 Power Equipment Operators Chipper $56.44 Concrete Pump: Truck Mount With Boom Attachment Over 2M $56.9 Power Equipment Operators Concrete Pump - Mounted Or railer High Pressure Line Pump, Pump High Pressure. $56.0 Power Equipment Operators owes E s ui = rrient'0 ® erators Power Equipment Operators Power Equipment Operators Power Equipment Operators Power Equipment Operators sower Equipment Operators Power Equipment Operators Power E • ui ment O, erators Conveyors ranes $56.00 Cranes: 20 Tons Through 44 ons With Attachments raves 100 Tons Through 199 Or t50 Of Boom (Including Jib With ttachments) Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments Cranes: 300 tons over or 300' of boom including jib with •ttachments Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With ttachments) $58.1 $56.94 ranes: A -frame 10 Tons And Under Cranes: Friction cranes through 199 tons ranes: Through 19 Tons'With ttachments A -frame Over `10 ons $53.5 $58.10 Power Equipment Operators Power Equipment Operators Power Equipment Operators Derricks, On Building Work $56.94 King Power Equipment Operators City of Federal Way Town Square Park RFB ver. 4 -15 Drill Oilers: Auger Type, Truck Or Crane Mount Conning' Machin Elevator And Man -lift: Page 59 $53.57 7A 3C 8P RFB # 15 -019 2015 Permanent And Shaft Type King Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $56.00 7A 3C 8P King Power Equipment Operators wefgii Or Grade Engineer: Using Blue Prints, Cut Sheets, Etc alictcr stfcema $56.44 7A 3C 8P 3 King Power Equipment Operators Guardrail Punch $56.44 7A 3C 8P King Power Equipment Operators King. King er.Equipment Operators= Power Equipment Operators en Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards rizontat /dire $56.44 7A 3C 8P Horizontal /directional Drill Operator ydralifts/ boom Trucks ons .:r Kin 'ower< Equipment Operators $56.44 7A 3C 8P King Power Equipment Operators Hydratifts /boom Trucks, 10 Tons And Under :oader, Overhead°8 Yards. King Power. Equipment Operators King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards King Power Equipment` Operators'' Loaders, Overhead Under' Yards $53.57 7A 3C 8P 57.51 $56.94 7A 3C 8P King King Power Equipment Operators Loaders, Plant Feed $56.44 7A 3C 8P Power Equipment Operators `; Loaders: Etevating Type Belt $56.00 7A 3C 8P King Power Equipment Operators Locomotives, All $56.44 7A King Power Equipment :Operators" Material Transfer. Device $56.44 7A King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) 3C 3C $57.51 7A 3C 8P 8P. 8P King : Power Equipment Operators Motor Patrol Graders $56.94 .7A 3C . . 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield ctng; er °Equipment Operators i[ Distributors, Btower: istribution :£e Mutch Seedin $56.94 7A $53.57 3C 8P King Power Equipment Operators Outside Hoists (elevators And $56.00 7A Manlifts), Air Tuggers,strato 3C 8P King Power Equipment Operators verhead, "Bridge Type Crane: Tons:Througl King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $57.51 7A 3C 8P City of Federal Way Town Square Park RFB ver. 4 -15 Page 60 RFB # 15 -019 2015 King Power Equipment Operators Pavement Breaker $53.57 7A 3C 8P King Power Equipment Operators Plant Oiler - Asphalt, Crusher $56.00 7A King Power Equipment Operators Power Plant King Power Equipment Operators 3C 8P $53.57 7A 3C 8P Quad 9, Hd 41, D10 And Over $56.94 7A 3C 8P King Power Equipment Operators King Power Equipment Operators King Power Equipment- Operators', King Power Equipment Operators King ° ` Rower Equipment Operators Equipment Operators PowersEquiprn'ent Operators King Power Equipment Operators Remote Control Operator On $56.94 7A 3C 8P Rubber Tired Earth Moving Equipment Rigger And Bgllman . Rigger /Signal Person, Betlman (Certified) $5 .57 s $56.00 7A 3C 8P Rottagon : $56.94 Roller, Other Than Plant Mix $53.57 !toter, Plant Mix Oe Multi -lift TViateriats Roto -mill, Roto - grinder $56.44 7A Saws` oncrete''' Scraper, Self Propelled Under $56.44 7A 45 Yards Power Equipment Operators;; -, Scrapers,- Concrete a Carry AU 656.00. , ;7A Power Equipment Operators Scrapers, Self- propelled: 45 $56.94 7A Yards And Over King 'Power Equipment Operators Service Engineers Equipment ;$56:00 7A King Power Equipment Operators Shotcrete /gunite Equipment $53.57 7A King Power Equipment Operators Shovel , Excavator, Backhoe, $56.00 7A Tractors Under 15 Metric Tons. Power Equipment Operators Shovel, Excavator, Backhoe: $56.94 7A Over 30 Metric Tons To 50 Metric Tons Power Equipment Operators Power Equipment Operators Power Equipment Operators Shovel, Excavator, Backhoes, $56.44 7A Tractors: 15 To 30 Metric Tons Excavator, Backhoes: $57.51 7A Over 50 Metric Tons To 90 Metric Tons Shovet, Excavator, Backhoes: " $58.1 Over 90 Metric Tons Power Equipment Operators Stipform Pavers Power Equipment Operators Spreader, Topsider I Power Equipment Operators quipment Operators Power Equipment Operators 3C 8P 3C 8P 3C 8P Subgrader Trimmer Tower Bucket Elevators Tower Crane Up To 175' In Height Base To Boom City of Federal Way Town Square Park RFB ver. 4 -15 Page 61 RFB # 15 -019 2015 King King Power E•uiment O•erators ower Cranes: over 250' in height from base to boom $58.67 Power E • ui •merit 0 • erators renching Machines $56.0 King King King Power E•ui•ment O•erators ruck Crane Oiler /driver Unde 100 Tons $56.0 7A 7A Power E • ui • ment 0 • erators elder $56.94 Power E • ui • ment 0 • erators King ruck Drivers King ruck Drivers King ruck Drivers Yo Yo Pay Dozer $56.44 sphalt Mix To 16 Yards (W. WA -Joint Council 28) Dump Truck Ft Trailer„ Dump Truck (W. WA -Joint Council 28) Other Trucks ouncnl 2 $49.01 $49.85 $49.01 7A 7A 7A 5D 5D 3C 3C 3C 3C 8P 8P 8P 8P 3C 3A 3A 8P 8L 8L ransit Mixer $43.23 City of Federal Way Town Square Park RFB ver. 4 -15 Page 62 RFB # 15 -019 2015