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AG 15-153' RETURN TO: Mary J EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING 2. ORIGINATING 4. TYPE ❑ CONTRACTOR ❑ PUBLIC ❑ PROFESSIONAL ❑ GOODS ❑ REAL ❑ ORDINANCE X CONTRACT ❑ OTHER 5. PROJECT 6. NAME 7. EXHIBITS 8. TERM: 9. TOTAL REIMBURSABLE IS SALES CITY ❑ PURCHASING: 10. DOCUMENT ❑ PROJECT ❑ DIRECTOR ❑ RISK ❑ LAW 11. COUNCIL 12. CONTRACT ❑ SENT ❑ ATTACH: ❑ LAW ❑ CHIEF ❑ SIGNATORY ❑ CITY ❑ ASSIGNED ❑ SIGNED COMMENTS: DEPT./DIV: PARKS STAFF PERSON: IKERD EXT: 6911 3. DATE REQ. BY: _STEVE 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) /543 ❑ RESOLUTION AMENDMENT(AG #): H --fr ❑ INTERLOCAL NAME: TOWN SQUARE PARK IMPROVEMENTS OF CONTRACTOR: HENDERSON PARTNERS, LLC ADDRESS: TELEPHONE E -MAIL: FAX: SIGNATURE NAME: NICK OR JONATHAN WALL 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: 7/31/15 COMPLETION DATE: COMPENSATION $548,987.50- $7,621.20 = $541,366.36 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR 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 ❑ PLEASE CHARGE TO: 303 - 7100 - 131 - 594 -76 -650 /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) 3! id /6 CLERK 4 AG# AG# /5- /53 S COPY RETURNED DATE SENT: 03 -30 -1(p 11/9 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 0315 9 03/24/16 PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER Federal Way Town Square Park Henderson Partners PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: See breakdown. The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by 0 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? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No PRICE CHANGE LUMP SUM: DECREASE $ 6,960.00 THE ITEMS ARE AGREED UPON QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE DELETE 1) Bollards $3,000 2) BL -1000 Controller $1,680 3) BL -5201 Valve Decoder $ 150 4) BL -5308 Flow Sensor $ 324 5) BL -5201 PR Pump Start Relay $ 315 6) BL -LA01 Lightning Arrestor $ 90 7) BL -5315B Soil Moisture Sensor $ 225 8) 1000' Spool Irrigation Wire $ 426 9) Asphalt for missed areas $ 750 Sales Tax Total TOTAL NET CONTRACT: $6,960.00 $661.20 $7,621.20 INCREASE $ DECREASE $ 7,621.20 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 ofconstnrction. S CONTRACTOR'S SIGNATURE DEPT. DIRECTOR/MA GER SIGNATURE DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY *Adjustments: WZCA6 DATE $443,994.03 $104,993.53 $ $ $541,366.36 ❑ INCREASED $ ❑ DECREASED $ PAY THIS ADJUSTED AMOUNT $ City of Federal Way [Town Square Park] RFB var. 1 -15 Altai aiii6P" /RTME D'IRECTOR'S SIGNATURE Page 2 RFB #15 -011 [2015] 11 RETURN TO: Mary Jaenicke EXT: 6901 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT. /DIV: PARKS 2. ORIGINATING STAFF PERSON: STEVE IKERD 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ REAL ESTATE DOCUMENT ❑ ORDINANCE X CONTRACT AMENDMENT (AG #):_15 -153 ❑ OTHER EXT: 3. DATE REQ. BY: ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ MAINTENANCE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ RESOLUTION ❑ INTERLOCAL 5. PROJECT NAME: TOWN SQUARE PARK IMPROVEMENTS 6. NAME OF CONTRACTOR: HENDERSON PARTNERS, LLC ADDRESS: TELEPHONE E -MAIL: FAX: SIGNATURE NAME: NICK OR JONATHAN WALL TITLE MEMBER 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: 12/5/15 9. TOTAL COMPENSATION $545,991.65 + $2,995.92 = $548,987.57 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (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, $ CITY ❑ PURCHASING: PLEASE CHARGE TO: _303-7100-131-594-76-650 PAID BY: ❑ CONTRACTOR ❑ 10. DOCUMENT /CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED ❑ PROJECT MANAGER RECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) ❑ LAW 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: _10/13/15 COUNCIL APPROVAL DATE: _10/20/15 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPARTMENT ❑ CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR) CITY CLERK ❑ ASSIGNED AG# A SIGNED COPY RETURNED COMMENTS: INITIAL / DATE SIGNED J � y-z- uu 10 23//5' 11/9 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 0315 8 10/07/15 PROJECT CHANGE ORDER NUMBER NUMBER Federal Way Town Square Park PROJECT TITLE EFFECTIVE DATE Henderson Partners CONTRACTOR SUMMARY OF PROPOSED CHANGES: Additional excavation & installation of 6" storm drain line per the attached COP. The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by 0 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 $ 2,736.00 + tax 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 $ 2,995.92 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 CTOR GNATURE DEPT. DIRECTOR/MAN GER SIGNATURE Atail 16. 27.1 DATE DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT $443,994.03 PREVIOUS CHANGE ORDERS $101,997.62 THIS CHANGE ORDER $ 2,995.92 *ADJUSTMENTS $ NEW CONTRACT AMOUNT $548,987.57 ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT City of Federal Way [Town Square Park] RFB ver. 1 -15 Page 2 INCREASED $ n DECREASED $ 3- DEPARTMENT DIRE R'S SIGNATURE RFB #15 -011 [2015] J1ENr)ERNON PARTNERS, LLC EY.;avati n & Utilities, Framing & Concrete, Septic 3 Snits 11392 Bur& trtm Drive NW Gig Harbor, WA 98332 11ionc (253)451 -58gt, Connecter Number: HENI)EPI.922MQ CHANGE ORDER REQUEST Date: 9/17/15 Job site location: Federal Wall Additional work requested from base bid: Additional excavation and installation of 6" stir 35 pvc pipe from within 4 ft of proposed ,building to the most northern catch basin for storm water. Pipe will be bedded with native material and have a sandcollar coupler to the catch basin. Price for additional work: $2736 Henderson Partners LLC: Requested and approved by: Exclusions: WA state tax Engineering Any fees, permits or bonds Compaction or sieve testing Dewatering with baker tanks or filtration; traffic control Landscaping, fences or features Theft, play areas or play structures Removal and disposal of toxic waste No Work in building envelope except what is specified above No responsible for activities out of Henderson Partner's control Security fence, Removal and disposal of unsuitable soils Any electrical work Any survey work Date: /11/ 5r 94 404 11 RETURN TO: Mary Jaenicke EXT: 6901 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT. /DIV: PARKS 2. ORIGINATING STAFF PERSON: STEVE IKERD 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ REAL ESTATE DOCUMENT ❑ ORDINANCE X CONTRACT AMENDMENT (AG #) :_15 -153 F ❑ OTHER EXT: 3. DATE REQ. BY: ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ MAINTENANCE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ RESOLUTION ❑ INTERLOCAL 5. PROJECT NAME: TOWN SQUARE PARK IMPROVEMENTS 6. NAME OF CONTRACTOR: HENDERSON PARTNERS, LLC ADDRESS: TELEPHONE -------i E -MAIL: FAX: SIGNATURE NAME: NICK OR JONATHAN WALL TITLE MEMBER 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: 12/5/15 9. TOTAL COMPENSATION $529,977.82 + $16,013.83 = $545,991.65 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ONO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 303 - 7100 - 131 - 594 -76 -650 10. DOCUMENT /CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED ❑ PROJECT MANAGER #12'15-IRECTOR S� ❑ RISK MANAGEMENT (IF APPLICABLE) ❑ LAW 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: _10/13/15 COUNCIL APPROVAL DATE: _10/20/15 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPARTMENT ❑ CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR) ',X CITY CLERK ❑ ASSIGNED AG# SIGNED COPY RETURNED COMMENTS: INITIAL / DATE SIGNED 1�,jZ� CIO al AG# DATE SENT: 11/9 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 0315 7 10/07/15 PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER Federal Way Town Square Park Henderson Partners PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: Add pervious asphalt per the attached COP. The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by 0 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. WIII 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 $ 14,624.50 + tax 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 $ 16,013.83 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 accrdance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. Atilt) Ito.n.15 CTOR'S DEPT. DIRECTOR/MANAG:' DATE GNATURE SIGNATURE 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. 1 -15 Page 2 $443,994.03 $ 85,983.79 $ 16,013.83 $545,991.65 ❑ INCREASED $ DECREASED $ DEPARTMENT DIRE• OR'S SIGNATURE RFB #15 -011 [2015] HENDERSON PARTNERS, LLC Excavation & Utilities, Framing & Concrete, Septic & Soils 11302 Burnham Drive NW Gig Harbor, WA 98332 Phone (253)851 -5896 Contractor Number: HENDEPL922MQ Date: 10/2/15 CHANGE ORDER REQUEST Job site location: Federal Way dditional work requested from base bid: In ease the depth of excavation at thg:f and shelter by 6 inches and haul out spoils. Insta +10 of #57 clean rock Install 2' f #8 clean rock credit of $1b41 for 5/8 as hai of it was placed is included $8500 Over excavation : ditional drainage for the pervious band area and tree area $9488 Credit for p. i pipe Add 6" s • 5 perf pipe $180 inclurt s 2 yard drains in NE co 02200 B d up south area of band stand tolevel $3700 otal price: S25688 Add pervious Asphalt in disabled parking area Base prep and haul off $5542 Porous Asphalt 4" $11902.50 credit for Asphalt $2820 Grand total: $14,624.50 Henderson Partners LLC: Date: Requested and approved by: Date: Exclusions: WA state tax Engineering Any fees, permits or bonds Compaction or sieve testing Dewatering with baker tanks or filtration; traffic control Landscaping, fences or features Theft, play areas or play structures Removal and disposal of toxic waste No Work in building envelope except what is specified above No responsible for activities out of Henderson Partner's control Security fence, Removal and disposal of unsuitable soils Any electrical work Any survey work Utility work (electric, cable, fibre) Pipe bedding will be per code Export of anything other than topsoil +sod Water meters Pavers, pervious asphalt, Tuff track. landscape paths 11 RETURN TO: Mary Jaenicke EXT: 6901 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT. /DIV: PARKS 2. ORIGINATING STAFF PERSON: STEVE IKERD EXT: 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ REAL ESTATE DOCUMENT ❑ ORDINANCE X CONTRACT AMENDMENT (AG #):_15 -153 C ❑ OTHER 3. DATE REQ. BY: ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ MAINTENANCE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ RESOLUTION ❑ INTERLOCAL 5. PROJECT NAME: TOWN SQUARE PARK IMPROVEMENTS 6. NAME OF CONTRACTOR: _HENDERSON PARTNERS, LLC ADDRESS: E -MAIL: SIGNATURE NAME: NICK OR JONATHAN WALL TELEPHONE FAX: TITLE MEMBER 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: 12/5/15 9. TOTAL COMPENSATION $515,523.82 + $14,454.00 = $529,977.82 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (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, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 303 - 7100 - 131 - 594 -76 -650 10. DOCUMENT /CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED ❑ PROJECT MANAGER - ISIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) ❑ LAW 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 10 /13/15 COUNCIL APPROVAL DATE: 10/20/15 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPARTMENT ❑ CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR) CITY CLERK ❑ ASSIGNED AG# L SIGNED COPY RETURNED COMMENTS: INITIAL / DATE SIGNED 0._-z- 101/..ms- ftto refd. AG# 15-153 F DATE SENT: / % / /1j 11/9 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 0315 6 10/07/15 PROJECT CHANGE ORDER NUMBER NUMBER Federal Way Town Square Park EFFECTIVE DATE Henderson Partners PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: Added bid alternate for electrical conduits at the loop path. The time provided for completion in the Contract is ►/ Unchanged ❑ Increased ❑ Decreased by 0 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" wll the Policies Be Extended? El Yes ® No ❑ Yes ❑ No ��. PRICE CHANGE LUMP SUM: INCREASE $ 13,200.00 + tax 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 $ 14,454.00 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 speafications, the contract plans, and the special provisions governing the types of construction. tiutiK9 lb 7,7_ • 15 DEPT. DIRECTOR/MA GER / DATE SIGNATURE DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY $443,994.03 $ 71,529.79 $ 14,454.00 $529,977.82 ❑ INCREASED $ 0 DECREASED $ PAY THIS ADJUSTED AMOUNT $ City of Federal Way [Town Square Park] RFB ver. 1 -15 Page 2 5 DEPARTMENT D ' ECTOR'S SIGNATURE RFB #15 -011 [2015] 11 RETURN TO: Mary Jaenicke EXT: 6901 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT. /DIV: PARKS 2. ORIGINATING STAFF PERSON: STEVE IKERD 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., ❑ PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ REAL ESTATE DOCUMENT ❑ ORDINANCE X CONTRACT AMENDMENT (AG #):_15 -153_ p ❑ OTHER EXT: 3. DATE REQ. BY: RFB, RFP, RFQ) ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ MAINTENANCE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ RESOLUTION ❑ INTERLOCAL 5. PROJECT NAME: TOWN SQUARE PARK IMPROVEMENTS 6. NAME OF CONTRACTOR: HENDERSON PARTNERS, LLC ADDRESS: E -MAIL: SIGNATURE NAME: NICK OR JONATHAN WALL TELEPHONE FAX: TITLE MEMBER 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: 12/5/15 9. TOTAL COMPENSATION $487,395.46 + $28,128.36 = $515,523.82 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (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, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 303 -7100- 131 - 594 -76 -650 10. DOCUMENT /CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED OJECT MANAGER DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) ❑ LAW 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 10/13/15 COUNCIL APPROVAL DATE: 10/20/15 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPARTMENT ❑ CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR) CITY CLERK ❑ ASSIGNED AG# *SIGNED COPY RETURNED COMMENTS: INITIAL / DATE SIGNED iG /2z- 10/23 Jls No sn�-rtib`oL AGE v I5 /1S E DATE SENT: Ib p 05 11/9 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 0315 5 10/07/15 PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER Federal Way Town Square Park Henderson Partners PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: Plaza fill per the attached COP. The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by 0 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 $ 25,688.00 + tax 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 $ 28,128.36 DECREASE $ STATEMENT: Payment for the above work will be In accordance with app/ ab/e 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. i `1 • CTOR'S DEPT. DIRECTOR /MANAG R DATE GNATURE SIGNATURE 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. 1 -15 Page 2 $443,994.03 $ 43,401.43 $ 28,128.36 $515,523.82 ❑ INCREASED $ C7 DECREASED $. DEPARTMENT DIRECT 'S SIGNATURE RFB #15 -011 [2015] HENDERSON PARTNERS, LLC Excavation & Utilities, Framing & Concrete, Septic & Soils 11302 Burnham Drive NW Gig harbor, WA 98332 Phone (253)851 -5896 Contractor Number HENDEPL922MQ Date: 10/2/15 CHANGE ORDER REQUEST Job site location: Federal Wav Additional work requested from base bid: Increase the depth of excavation at the band shelter by 6 inches and haul out spoils. Install 10" of #57 clean rock Install 2" of #8 clean rock credit of $1041 for 5/8 as half of it was placed is included $8500 Over excavation and additional drainage for the pervious band area and tree area $9488 Credit for plan pipe Add 6" sdr35 perf pipe $1800 includes 2 yard drains in NE corner $2200 Build up south area of band stand to level $3700 Total price: $25688 pervious Asphalt in disabl Bas= •rep and haul off $5 Porous 7• halt 4" t 2.50 credit for A • • . $2820 d total:$4031 king area Henderson Partners LLC: Date: Requested and approved by Date: Exclusions: WA state tax Engineering Any fees, permits or bonds Compaction or sieve testing Dewatering with baker tanks or filtration; traffic control Landscaping, fences or features Theft, play areas or play structures Removal and disposal of toxic waste No Work in building envelope except what is specified above No responsible for activities out of Henderson Partner's control Security fence, Removal and disposal of unsuitable soils Any electrical work Any survey work Utility work (electric, cable, fibre) Pipe bedding will be per code Export of anything other than topsoil +sod Water meters Pavers, pervious asphalt, Tuff track. landscape paths it RETURN TO: Mary Jaenicke EXT: 6901 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT. /DIV: PARKS 2. ORIGINATING STAFF PERSON: STEVE IKERD EXT: 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC 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 X CONTRACTAMENDMENT(AG #): 15 -153 Q ❑ INTERLOCAL ❑ OTHER 5. PROJECT NAME: TOWN SQUARE PARK IMPROVEMENTS 6. NAME OF CONTRACTOR: HENDERSON PARTNERS. LLC ADDRESS: TELEPHONE E- MAIL: FAX: SIGNATURE NAME: TITLE 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY .10 SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: 12/5/2015 9. TOTAL COMPENSATION $481,052.12 + 6,343.34= 487,395.46 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES LI NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED CITY ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ ❑ PURCHASING: PLEASE CHARGE TO: 303 - 7100 -131- 594 -76 -650 10. DOCUMENT /CONTRACT REVIEW IN ITIAL / DATE REVIEWED INITIAL/ DATE APPROVED LI PROJECT MANAGER ❑ DIRECTOR ❑ RISK MANAGEMENT OF APPLICABLE) ❑ LAW 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL/ DATE SIGNED ❑ LAW DEPARTMENT ❑ CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR) CITY CLERK /j' / If • ❑ ASSIGNED AG# AG# /55 -/53 0 `c SIGNED COPY RETURNED DATE SENT: /OW /$- COMMENTS: 11/9 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 0315 4 10/02/15 PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER Federal Way Town Square Park Henderson Partners PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: Recut & regrade 518 feet of the 8 foot wide pathway and extra 3" fi11 with spec material for pervious concrete. The time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by 61 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? PRICE CHANGE Yes ® No C Yes n No LUMP SUM: INCREASE $ 5,793.00 + tax 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 $ 6,343.34 DECREASE $ STATEMENT: Payment for the above w• k will be in accordance with applicable portions of the standard spec - ti. • and h j understanding that all materiais, workmanship and measurements shall rovisions of the standard specifications, the contract plans, and the ng the types of construction. C SIGNATURE DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT $443,994.03 $ 37,058.09 $ 6,343.34 $477345745 4 5187,315. qi ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY INCREASED $___ DECREASED $ PAY THIS ADJUSTED AMOUNT City of Federal Way [Town Square Park] RFB ver. 1-15 Page 2 ME RECTOR'S SIGNATURE RFB 05-011 [2015] d re- giaae of fora ivk k pate ti rzlcrei y d ears 3" is 11 with ;� rz� To J-fenderson Perin ed and approved by: WA state tax Engineering Any fees, permits or bonds Compaction or sieve testing Downtering with Maker tanks € r filtration; traffic: control Landscaping, fences or features Theft, play area or play Removal anti olspasal ids:; Work in bu tiling ory eo : except Y,r r> fr s . civied above hl�± resnonz4ble for activities out ot -icot ora'm Partner's centre! Security t eric.e, r,t rk tittifty work (elex'Aric, cabt4?., fit) Pipe bedding wi(l be per ,.,,rreie Export of anything other Ur topsoll+sod Water meters Pavers, pervious asphalt, Tuff track. landscape paths ' RETURN TO: Mary J EXT: 6901 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT. /DIV: PARKS 2. ORIGINATING STAFF PERSON: _STEVE 1 _ EXT: _6911 3. DATE REQ. BY:_ 4. TYPE OF DOCUMENT (CHECK ONE): • CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) • PUBLIC 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#):_ 1 5-153_ `j ❑ INTERLOCAL ❑ OTHER CHANGE ORDER #3 5. PROJECTNAME: TOWN SQUARE PARK IMPROVEMENTS 6. NAME OF CONTRACTOR: _HENDERSON PARTNERS, LLC ADDRESS: E -MAIL: SIGNATURE NAME: NICK WALL -TELEPHONE FAX: TITLE MEMBER 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: 1015115 9. TOTAL COMPENSATION $_457,566.56 + $23,485.56 = $481,052.12 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (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, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 303 - 7100- 131 - 594 -76 -650 10. DOCUMENT /CONTRACT REVIEW • PROJECT MANAGER • DIRECTOR • RISK MANAGEMENT (IF APPLICABLE) • LAW INITIAL / DATE REVIEWED INITIAL/ DATE APPROVED 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS • LAW DEPARTMENT • CHIEF OF STAFF A SIGNATORY (MAYOR OR DIRECTOR CITY CLERK a ASSIGNED AG# SIGNED COPY RETURNED COMMENTS: 11/9 INITIAL/ DATE SIGNED 9 iD rf 140 DATE SENT: C?bw /5 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 0315 3 PROJECT CHANGE ORDER NUMBER NUMBER Federal Way Town Square Park PROJECT TITLE 09/14/15 EFFECTIVE DATE Henderson Partners CONTRACTOR SUMMARY OF PROPOSED CHANGES: Additional excavation of pathway and grading for future pathway per attached COP; Additional excavation of areas to be planted with trees per attached COP. 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? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No PRICE CHANGE LUMP SUM: INCREASE $ 21,448.00 + tax 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 $ 23,485.56 DECREASE $ STATEMENT: Payment for the above work w111 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 sped A'1 6 - -,Ming the types of construction. ,rt, i r CONTRACTOR'S T. DIRE OR /MANAGER DATE SIGNATURE SIGNATURE DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY l J= Y� f, I foy -16 1 1 -L7 Y 0 bZ 1 u 141w," *Adjustments: $443,994.03 $ 13, 572.53 $ 23,485.56 $481,052.12 INCREASED $ H DECREASED $ $ >ARTME-NT 7's SIGNATURE City of Federal Way RFB #15 -011 [Town Square Park] Page 2 [2015] RFB ver. 1 -15 HENDERSON PARTNERS, LLC Excavation & Utilities, Framing & Concrete, Septic & Soils 11302 Burnham Drive NW Gig Harbor, WA 98332 Phone (253)$51 -5895 Contractor Number HENDEPL922MQ CHANGE ORDER REQUEST Date: 8/31115 Job site location: Federal Way Additional work requested from base bid: Approved by JH 9/1115 Additional excavation of areas to be planted with trees. Area will be excavated additional 18 inches and mixed with mulch and topsoil via rototilIer. Mulch and topsoil to be provided by Federal Way. Materials extra to be lost on site unless material is not conducive to vegetation growth. If material is unsuitable then city will haul offsite. Price for additional work: $10152 Henderson Partners LLC: -.,Wk Requested and approved by: Exclusions: WA state tax Engineering Any fees, permits or bonds Compaction or sieve testing Dewatering with baker tanks or filtration; traffic control Landscaping, fences or features Theft, play areas or play structures Removal and disposal of toxic waste No Work in building envelope except what is specified above No responsible for activities out of Henderson Partner's control Security fence, Removal and disposal of unsuitable soils Any electrical work Any survey work Utility work (electric, cable, fibre) Date: V/ -f)) f 5— Pipe bedding will be per code Export of anything other than topsoil +sod Water meters Pavers, pervious asphalt, Tuff track. landscape paths HENDERSON PARTNERS, LLC Excavation & Utilities, Framing & Concrete, Septic & Soils 11302 Burnham Drive NW Gig Harbor, WA 98332 Phone(253)851 -5896 Contractor Number: HENDEPL922MQ CHANGE ORDER REQUEST Date: 8/31/15 Job site location: Federal Way Additional work requested from base bid: Additional excavation and grading for future pathway. Excavated material to be lost on site. Pathway elevations may deviate from original drawings due to added spoils. Pathway around lawn area, cut of 8 inches below finished grade at a width of 8 feet. 8680 sq feet. Material excavated will be lost onsite. Price for additional work: $1129 -vlus tax Henderson Partners LLC: - _Date: Requested and approved by: Exclusions: WA state tax Engineering Any fees, permits or bonds Compaction or sieve testing Dewatering with baker tanks or filtration; traffic control Landscaping, fences or features Theft, play areas or play structures Removal and disposal of toxic waste No Work in building envelope except what is specified above No responsible for activities out of Henderson Partner's control Security fence, Removal and disposal of unsuitable soils Any electrical work Any survey work Utility work (electric, cable, fibre) Pipe bedding will be per code Export of anything other than topsoil +sod Water meters Pavers, pervious asphalt, Tuff track, landscape paths RETURN TO: I y ' � A& EXT: b D CITY OF FEDERAT WAY LAW DEPARTMEN OUT&K fQJlJ , 1. ORIGINATING DEPT./DIV: ice- c-C \LS 2. ORIGINATING STAFF PERSON: a � , EXT: 4. DATE REQ. BY: TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC 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 YCONTRACT AMENDMENT (AG #): C0 ❑ INTERLOCAL ❑ OTHER 5. PROJECT NAME: NAME OF CONTRACTOR:f1�i. I_LC- ADDRESS: TELEPHONE E -MAIL: FAX: SIGNATURE NAME: �� _ TITLE 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: I u /511 G 9. T O T A L COMPENSATION $LJ 55 , - 25 3 4--q. ZL S ' 3 51 �5 Li • (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOlt 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, $ PAID BY. ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 3 �33 , -I I O'p " 10. DOCUMENT /CONTRACT REVIEW • PROJECT MANAGER • DIRECTOR • RISK MANAGEMENT (IF APPLICABLE) • LAW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING • SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPARTMENT ❑ CHIEF OF STAFF SIGNATORY (MAYOR OR DI O CITY CLERK ❑ ASSIGNED AG# A SIGNED COPY RETURNED COMMENTS: 11/9 INITIAL/ DATE SIGNED AG ice- /53i.-�- DATE SENT: • EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 0315 2 08/26/15 PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER Federal Way Town Square Park Henderson Partners PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: Cut existing stem wall, cut & remove rebar & disposal of concrete per the attached COP. 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. Wilt this change affect expiration or extent of Insurance coverage? ❑ Yes No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No PRICE CHANGE LUMP SUM: INCREASE $ 3,895.00 + tax DECREASE $ UNIT PRICE: THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM TOTAL NET CONTRACT QUANTITY UNIT PRICE ADD OR DELETE INCREASE $ 4,265.03 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 steal provisions governing the types of construction. g t 0, CONTRACTOR'S PT. DIRECTO NAGER DA E SIGNATURE SIGNATURE DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT E *Adjustments: $443,994.03 $ 9,307.50 $ 4,265.03 $457,566.56 ❑ INCREASED $ ❑ DECREASED $ DES TMENT DIRE 'S SIGNATURE City of Federal Way RFB # xx -xxx [Project Title] Page 2 [fear] RFB ver. 1 -15 10 HENDERSON PARTNERS, LLC Excavation & Utilities, Framing & Concrete, Septic & Soils 11302 Burnham Drive NW Gig Harbor, WA 98332 Pbone (253)851 -5896 Cuntrac,-tor Number: HENDEPL922MQ CHANGE ORDER REQUEST Date: 8/20/15 Job site location: Federal Wav Additional work requested from base bid: Use Hydraulic jack hammer to chip existing stem wall I6 inches down from exposed top surface, Cut and remove rebar present in the stem wall. Removal and disposal of concrete chippings. Price for additional work: $3895 Henderson Partners LLC: Date: Requested and approved by: Exclusions. WA state tax Engineering Any fees, permits or bonds Compaction or sieve testing Dewatering with baker tanks or filtration; traffic control Landscaping, fences or features Theft, play areas or play structures Removal and disposal of toxic waste No Work in building envelope except what is specified above No responsible for activities out of Henderson Partner's control Security fence, Removal and disposal of unsuitable soils Any electrical work Any survey work Utility worts (electric, cable, fibre) Pipe bedding will be per code Export of anything other than topsail +sod RETURN TO: Gr -:K EXT: b q CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT./DIV: (r- L 2. ORIGINATING STAFF PERSON: - :T-1 EXT: 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC 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 #): S'3 El INTERLOCAL ❑ OTHER 5. PROJECT NAME: �„5; -, i� c.�� �G. r t� y�y�� (JYC��l�1f Vie ►^`5 6. NAME OF CONTRACTOR:C -rraT� L L �-- ADDRESS: TELEPHONE E -MAIL: FAX: SIGNATURE NAME: TITLE 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: I U` 5/1 9. TOTAL COMPENSATION $9q 3 , U1 .O , ,,U 1- -5o - "153 , 3o 1.5.3 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOk - ATTACH SCHEDULES OF EMPLOYE S TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY 2 El PURCHASING: PLEASE CHARGE TO: 303 -, tl� - 131- 5j "17--1 u 10. DOCUMENT /CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED ❑ PROJECT MANAGER ❑ DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) ❑ LAW 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE SIGNED ❑ LAW DEPARTMENT ❑ CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR) O 1111r, j CITY CLERK /0-/ vi ❑ ASSIGNED AG# AGk 16 -/5 SIGNED COPY RETURNED DATE SENT: �r / COMMENTS: 11/9 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 0315 PROJECT CHANGE ORDER NUMBER NUMBER Federal Way Town Square Park PROJECT TITLE 08/26/15 EFFECTIVE DATE Henderson Partners CONTRACTOR SUMMARY OF PROPOSED CHANGES: Excavation only of rain garden per the attached COP. 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. WIII this change affect expiration or extent of Insurance coverage? Yes No If "Yes" WIII the Policies Be Extended? Yes No PRICE CHANGE LUMP SUM: INCREASE $ 8,500.00 + tax 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 $ 9,307.50 DECREASE $ STATEMENT: Payment for the above work will be In accordance Wffi aAmftb/e polt/ons of the standard spedittlons, and w/th the anderstanding that all materfa/s, worftanshlp and measurements shall be In accordance with ttie provls/ons of the standard spedAcatlons, the contract plans, and the sp"gWs/,p w povemIng the types of c onstaxt/on. 1115- SIGNATURE DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT *Adjustments: $443,994.03 $ 0.00 $ 9,307.50 $ $453,301.53 INCREASED $ ❑ DECREASED $ DEPApfiENT DIRE GNATURE City of Federal Way RFB # xx -xxx [Project Title] Page 2 [Year] RFB ver. 1-15 HENDERSON PARTNERS, LLC Excavation & Utilities, Framing & Concrete, Septic & Soils 11302 Burnham Drive N W Gig harbor, WA 98332 Phone(253)851 -5696 Contractor Number. HENDEPL922MQ CHANGE ORDER REQUEST Date: 8/20/15 Job site location: Federal Way Additional work requested from base bid: Excavation only of rain garden equating to 450 yards of material and redistributing onsite. Federal way to stake and provide elevation cuts for depth. Price for additional work: $85 0 p. s Henderson Partners LLC: Date:�f /� Requested and approved by: Exclusions: WA state tax Engineering Any fees, permits or bonds Compaction or sieve testing Dewatering with baker tanks or filtration; traffic control Landscaping, fences or features Theft, play areas or play structures Removal and disposal of toxic waste No Work in building envelope except what Is specified above No responsible for activities out of Henderson Partner's control Security fence, Removal and disposal of unsuitable soils Any electrical work Any survey work Utility work (electric, cable, fibre) Pipe bedding Ml be per code Export of anything other than topsoll +sad Date: IRETURN TO: Mary J EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT./DIV: PARKS 2. ORIGINATING STAFF PERSON:STEVE IKERD EXT: 3. DATE REQ.BY: 4. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) X PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT LI 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 5. PROJECT NAME: TOWN SQUARE PARK IMPROVEMENTS 6. NAME OF CONTRACTOR: HENDERSON PARTNERS,LLC ADDRESS:_11302 BURNHAM DRIVE NW,GIG HARBOR,WA 98332 TELEPHONE, 3 V51- t 4 E-MAIL: FAX: SIGNATURE NAME:NICK OR JONATHAN WALL TITLE MEMBER 7. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS 8. TERM: COMMENCEMENT DATE: UPON SIGNATURE COMPLETION DATE: 10/5/15 9. TOTAL COMPENSATION$405,474+38,520=443,994 (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE:❑YES ONO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED ❑YES ❑NO IF YES,$ PAID BY:❑CONTRACTOR❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 303-7100-131-594-76-650 10. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED INITIAL/DATE APPROVED ❑ PROJECT MANAGER ❑ DIRECTOR ❑ RISK MANAGEMENT OF APPLICABLE) ALAW 11. COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE:7/14/15 COUNCIL APPROVAL DATE:7/21/15 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: lry/ ?/j 5 DATE REC'D: ► /15 ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS INITIAL/DA E Sl NED FLAW DEPARTMENT ��?j1�vS ❑ CHIEF OF STAFF L SIGNATORY AYOR )R DIRECTOR) / __ CITY CLERK 4j I ASSIGNED AG# A • SIGNED COPY RETURNED DATE SENT:_ ailliFFEL COMMENTS: 11/9 , cr 037 A C i ,, i'l'I' 4 .(7 :S t. •-, ''ur■PIC p. A.c cel _1'111' Rebid. . R(- 8 i It K '‘ Re.,1 ' 6 ( I. \ RI 1 way .T, 1)AV I/) a-I , . ... . ,. „,,, ,... ..., . ' 1 . . . der Park .... , ..,,,,,.:. -.7,flitel 2...."”..A‘,..e9.4 4-4,e,Wit. .... f Fe WA ., •, -'''..--,..,.' 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'..L1fft_., and,.• . s ls i, ''' '- 15 ' d 20 ...r-ssiana ania' Texas sylv enn 2-, fAccrOregon,edProfessionals r u.jP June 24, 2015 with-IEDHawaa' Colorado,Member F`'n1Colar Council California,1 mem. • g Coun-"no,Building Arizona,US Green-httects in'- U,-, Architects . • Project Manual City of Federal Way Rebid Town Square Park RFB 15-011 31600—20th Avenue South City of Federal Way 33325 Eight Avenue South Federal Way,WA 98003 Attn: Steve Ikerd,Project Manager Deputy Parks Director Architect Structural Engineer David A. Clark Architects,PLLC Swenson Say Faget 33017 134th Ave. SE,Auburn WA 98092 2124 3rd Ave. Suite 100 Tel: (253)351-8877 Seattle,WA 98121 David A. Clark,AIA Tel: (206)443-6212 info @clarkarchitects.com egibson @swensonsayfaget.com www.clarkarchitects.corn Civil Engineer Landscape Architect JF Engineering PLLC SLA Landscape Architecture 5220 S Auburn Pl. 18825 SE 164th St. Kennewick,WA 99337 Renton,WA 98058 Tel(509)551-8174 Tel(425)766-9535 John Fetterolf,PE Erik Sweet John @JFEngineering.pro ejsw @slalandscapes.com Mechanical Engineer Electrical Engineer CEGG,Inc. AWA Electrical Consultants,Inc. 2101 9th Ave Suite 215 19015—36th Avenue West,Suite E Seattle,WA 98121 Lynnwood,Washington 98036 Tel: (425)306-2677 Tel: (425)775-1799 Fax(425)774-9870 Goren Hattatoglu,PE Brad Adcock,P.E.,Principal goren @cegginc.com Brad @awaelec.com 4937 REGISTERED ARCHITECT DAVID A CLARK STATE OF WASHINGTON Project Manual City of Federal Way Rebid Town Square Park RFB 15-011 31600—20th Avenue South City of Federal Way 33325 Eight Avenue South Federal Way,WA 98003 Attn: Steve Ikerd,Project Manager Deputy Parks Director Architect Structural Engineer David A. Clark Architects,PLLC Swenson Say Faget 33017 134th Ave. SE,Auburn WA 98092 2124 3rd Ave. Suite 100 Tel:(253)351-8877 Seattle,WA 98121 David A.Clark,AlA Tel: (206)443-6212 info @clarkarchitects.com egibson @swensonsayfaget.com www.clarkarchitects.com Civil Engineer. Landscape Architect JF Engineering PLLC SLA Landscape Architecture 5220 S Auburn P1.R 18825 SE 164th St. Kennewick,WA 99337 Renton,WA 98058 Tel(509)551-8174 fel(425)765-9535 John Fetterolf,PE Erik-Sweet Jolm@JFEngineering.pro ejsw@slalandscapes.com Mechanical Engineer Electrical Engineer CEGG,Inc, AWAWElectrical Consultants,-Inc. 2101 9th Ave Suite 215 19015,—36th Avenue West,Suite E Seattle,WA 98121 Lynnwood,Washington 98036 Tel:(425)306-2677 - Tel: (425)775-1799 Fax(425)774-9870 Goren 1lattatoglu,;PE Brad Adcock,P.E.,Principal goren®a cegginc.com Brad@awaelec.comri REGISTEREt! 4°" . DAVID A.CLANK 3ralE bF WAttim csi TABLE OF CONTENTS PUBLIC NOTICE— REQUEST FOR BIDS BIDDER'S CHECKLIST SECTION 1: INSTRUCTIONS TO BIDDERS SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS BID FORM (Attachment A) BID SIGNATURE PAGE (Attachment B) BID BOND FORM (Attachment C) SUBCONTRACTOR LIST (Attachment D) COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment E) CONTRACTOR'S COMPLIANCE STATEMENT(Attachment F) PUBLIC WORKS CONTRACT (Attachment G) (with Exhibits A-H and Appendixes as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C Contractor's Retainage Agreement Exhibit D Retainage Bond to the City of Federal Way Exhibit E Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit F Certificate(s) of Insurance Exhibit G Performance/Payment Bond Exhibit H Title VI Assurances TECHNICAL SPECIFICATIONS—Appendix A PROJECT DRAWINGS —Appendix B PREVAILING WAGES AND BENEFIT CODE KEY—Appendix C ADDENDUM #1 —Appendix D END OF TABLE OF CONTENTS City of Federal Way RFB # 15-011 Town Square Park Page 1 2015 RFB ver. 4-15 Table of Contents CITY OF FEDERAL WAY REQUEST FOR REBID Federal Way Town Square Park Rebid RFB # 15-011 Project: New Federal Way Town Square Park Owner: City of Federal Way Out for Bids: Thursday June 25, 2015 Pre-Bid Conference: Thursday July 2, 2015 10:30 AM Bids Due: Thursday July 9, 2015 2 PM Licenses &City Clerk Counter, 2nd floor, Federal Way City Hall 33325 8th Avenue South, Federal Wa Y, Washington ton 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 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 demolition of approximately 102,000 sf of asphalt parking and associated concrete and the installation of a concrete walking path, groundwater drainage system, irrigation, electrical conduit, topsoil and hydroseeding to improve an existing park as indicated on the drawings and in this project manual. Engineer's estimate is $540,000. The Contractor shall complete all work within 150 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 sbrownCaclarkarchitects.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, dclarkCa�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 issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any City of Federal Way RFB # 15-011 Town Square Park Page 2 2015 RFB ver. 4-15 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 Notice 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 25th day of June, 2015 Dates of Publication: Federal Way Mirror: 6/26/15 Daily Journal of Commerce 6/25/15 City of Federal Way RFB # 15-011 Town Square Park Page 3 2015 RFB ver. 4-15 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 Form (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 Affidavit 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 RFB # 15-011 Town Square Park Page 4 2015 RFB ver. 4-15 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 RFB # 15-011 Town Square Park Page 5 2015 RFB ver. 4-15 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 RFB # 15-011 Town Square Park Page 6 2015 RFB ver. 4-15 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 RFB # 15-011 Town Square Park Page 7 2015 RFB ver. 4-15 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 # 15-011 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 RFB # 15-011 Town Square Park Page 9 2015 RFB ver. 4-15 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 RFB # 15-011 Town Square Park Page 10 2015 RFB ver. 4-15 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 RFB # 15-011 Town Square Park Page 11 2015 RFB ver. 4-15 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 RFB # 15-011 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 shall be mailed (by certified mail, return receipt requested) or otherwise promptly City of Federal Way RFB # 15-011 Town Square Park Page 12 2015 RFB ver. 4-15 furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final a nd 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. p p 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 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 City of Federal Way RFB # 15-011 Town Square Park Page 13 2015 RFB ver. 4-15 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 # 15-011 Town Square Park Page 14 2015 RFB ver. 4-15 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. C. A statement as to the intended use of the product. City of Federal Way RFB # 15-011 Town Square Park Page 15 2015 RFB ver. 4-15 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. 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 City of Federal Way RFB # 15-011 Town Square Park Page 16 2015 RFB ver. 4-15 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 invention, article, material, computer programs or equipment 9 an Y 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 RFB # 15-011 Town Square Park Page 17 2015 RFB ver. 4-15 Attachment A BID FORM CITY OF FEDERAL WAY Federal Way Town Square Park RFB #15-011 31600 20th Ave. S, Federal Way WA Bidder: x-/e Yr a'e-r-6c, Yea � /77 r / Date: -7- - Lump Sum BASE Bid: A. Demolition, stormwater, drainage, earthwork, TESC, utilities, asphalt, extruded curb and all other work not included in bid schedules 1, 2 or 3 below $ 3a ,3-94z. cc B. Trench Safety costs 7en.cin $ C. Washington State Sales Tax 9.5% $ --s' h 9/. c'--' Total BASE Bid Amount(including Washington State Sales Taxes, Government taxes assessments and charges) $ n3 Lump Sum SCHEDULE 1 Bid: A. All Concrete flatwork, including crushed base course and prep $ "%°, a 4 J �' 3 r B. Washington State Sales Tax 9.5% $ "' Total SCHEDULE 1 Bid Amount(including Washington State Sales Taxes, Government taxes assessments and charges) $ /..2e, 7 6/O. /8 Lump Sum SCHEDULE 2 Bid: A. All Irrigation work, including trenching $ o . �o B. Washington State Sales Tax 9.5/o 9 $ Total SCHEDULE 2 Bid Amount(including Washington State Sales Taxes, Government taxes assessments and charges) $ v"- /7S, c'r? Lump Sum SCHEDULE 3 Bid: A. Electrical conduits and pull boxes, in place, including earthwork as shown on the drawings... $ /3, '• c7 c' t B. Washington State Sales Tax 9.5% $ � -2.5-6/. �e Total SCHEDULE 3 Bid Amount(including Washington State Sales Taxes, Government taxes assessments and charges) $ ' A„c"/.do Bid Alternate: A. In addition to the electrical conduits shown on the drawing and included in the bid schedule 3, provide and install an additional 570 LF of electrical conduits and 5 additional electrical pull boxes to connect the electrical conduits inside the loop path for the ADDITIONAL amount of $ ��, />a• el® B. Washington State Sales Tax 9.5% $ % ' " . Total BID ALTERNATE Amount(including Washington State Sales Taxes, Government taxes assessments and charges) $ /-2, .3-'/Y. f✓, City of Federal Way RFB # 15-011 Town Square Park Page 18 2015 RFB ver. 4-15 The City, at its sole discretion, may elect to accept the base bid, or the base bid with any combination of schedules and bid alternates. 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. 'The 64-72 Bond or Certified Check /���xve� ' @nay ��ve-- Dollars ($ ` ` 5_el _) The Bidder shall complete this entire Bid Form or this bid may be considered non-responsive. The City may correct obvious mathematical errors. 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. Receipt of the following Addendums is hereby acknowledged: Addendum No. ! Date Issued: 7 "J/�e/ Addendum No. Date Issued: Addendum No. Date Issued: Y"n Corporation/Partnership/Individual Fi I (Delete Two) Bidder's State License No. Signature u v' iZ, 5'2 i /•3 Vic' Bidder's State Tax No. Title City of Federal Way RFB # 15-011 Town Square Park Page 19 2015 RFB ver. 4-15 Attachment B BID SIGNATURE PAGE Date: '771-`/-'7 7, °'-% 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 15-011. 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 [y >—/Oci:—!G Z n ila 77 /`/P 72 Cff v j' ."/41. yid" 77 E-Y'5 4, Corporation/Partnership/Individual Go Jr 1 (Delete Two) �' By: • •nat -) (Printed Name) Its: V7(e4 y G e (Title) • (Address) l.?•5:3) e49.6-/- 5 9� (Telephone Number) City of Federal Way RFB # 15-011 Town Square Park Page 20 2015 RFB ver. 4-15 1 ` 1 C Bid Bond No.6112015 BID BOND KNOW ALL BY THESE PRESENTS,That we, Henderson Partners,LLC of Gig Harbor,WA (hereinafter called the Principal), as Principal,and American Contractors Indemnity Company (hereinafter called the Surety),as Surety are held and firmly bound unto City of Federal Way (hereinafter called the Obligee)in the penal sum of Five Percent of Total Bid Amount not to exceed Thirty One Thousand Six Hundred Twenty Five&00/100-------- Dollars($ 31,625.00 ) for the payment of which the Principal and the Surety bind themselves,their heirs,executors,administrators, successors and assigns, jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,That WHEREAS,the Principal has submitted or is about to submit a proposal to the Obligee on a contract for New Federal Way Town Square Park Rebid NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the Contract in writing,and give bond, if bond is required,with surety acceptable to the Obligee for the faithful performance of the said Contract,then this obligation shall be void;otherwise to remain in full force and effect. Signed and sealed this 9th day of July r �f Hen.erson P! ers/ ' / (Seal) Witness { wrogritirr Principal Title 716n American Contractors Indemnity Company Witness { B /. A 1 ,L Julie Craker Attorney-in-Fact • S-0053/GEEF 10/99 _ = l j 11� 1 I I 1 ip l t 1 p 1''1 I I 'l ' , I 1 I 1 I I I 1 1 1 II I , 1 1 I I ;— 1 1 ll i 1 I - _ POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY I BY THESE PBE, ` . n Contractors, �?d II II o n I 1 1' lifornia corporatio d t _ e a Maryland trot=t anoby these H e � 'Thoma ntschell,Ka n J.Smith,Kare Ingram,Bradley A.Roberts, Joanne Reinkensmeyer or Julie Craker of Tacoma,Washington its true and lawful Attorney(s)-in-fact,each in their se,arate capacity if more than one is named above,with full power and authority AierlricW-ient its name,pla �an C4 1 0l o1, : knowledge and and ds,recognizance to to l of Mtmiatts or contrrlltslld l� re 4h 111'p,I,,iide riders, amend itsatr&Bunts of surety, tlm 11-- d s exceed' I I 1 I e Million** Dollars (S 0 ) -- This Power of Attorney shall expire without further action on December 08;-2016. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and auth to appoint any one or more suitable perst r r ao s rney(s in-Fact to represe t 0 act f i h If of the Company subject to.the foi a :amTo s: } 1 11 I,l I Io er be given full Po we t tYr ineiame of and on bel m �, n Iacknowled e and att l 11 T , omacts, agreements or ni thetrlional or obligatory u I I cludirl 1 Y and all consents for re retaitie percentages and/or final estimates on engineeecng and construction contracts,and any and all n. ices and documents canceling or terminating Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating tItemtsAly itd any power of attorney, �a 1h ate 1 1 n III �intile signature or facsi�e /=shall binding upon the Company-with respecter kk to which it is att edl I III I II 'IIIII I _ Il S WHEREOF,The C 11 sll,i Le us'ot1this instrument toiigriedTmicl ftir corporate seals to be eto fixed,this 10th day of December,2012. AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY t o " ,,r ,, 111 111 II III II I 11 4.v: t^ .c:'4 I I II p ad f _m' f y > ES', 1140100000"4i b';. i; 8 : Daniel P.Aguilar,Vice President State of California ''',.;;;;,',2%,,‘"` y n,,k ux o" knu m, odes SS: P III q Cpl V' 11 l 11 I 11 i( of-DH ecember,2012, e Vice esid a A eriean Contractors Indemnity Co anklV ght,a notary pubeiy ac Daniel P.Aguilar American ty p y,United States Surety Company and U.S. Specialty Insurance Company-who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature on the instrument the person(s),or the entity upon behalf of which thee ( ) ;tc ,executed d"the tnstrumen H HI art u I ENALTY OF PE J ui r �-of the State of III F111011 1 I a l� ill I�I11Il e m l doing paragrap s nd cr-Ir I II'I II III 1 - S�mv hand and official sew = - — 1 111 *As ter •t*Y$$ Signature A (Seal) , witty potorr-moots *,„,...f 0,J Las MONS COM 1 VII — Win. rieiy do hereby c 1,t 1 ' 3 » s Indemnity nt , � irety Companyr f �1 a ° tans Secre 1 III i in ,I v "foregoing •is a a c c f a Power of A xe ut bT ii I III ,I- �i 1, = _ — saWdompanies,which is still in 111'orcl' furthermore,the resionsthe Boards of Directors,set amain the-Power of e ect; Attorney are in full force and effect. nIn Witnes Whereof,I have hereunto set my hand and affixed the seals of said Companies at Los Angeles,California this 1 day_ �'E� - i I I 11 1 - - I � III II,I1 I l l 1 1 III' - ul ll - 1 bill I Co orate Seals 11111 k„ u,„„ ,, ,k;, kt,,,k,,, }} ki-A,... 1so .cro $i Oc BS�R . p��t.1(t3UfB s1j.,. 4 ..............,.. �vItab( C °` ` ° �` �_ �°'•Bond No, o r” N 1� a Jeannie Lee, sistant Secretary ), '306- .II 1�� -" 1 mil � ,� ",. �s�' all to I� 1 1,:.... 1�qi "ii,1'I 1`1 II 1 r tra '�%.„„t„,‘„,,-_n Attachment D SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 FEDERAL WAY TOWN SQUARE PARK, 31600 20th Ave S, Federal Way, WA RFB # 15-011 Failure to list 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 19.28 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 ITEM NUMBERS ESTIMATED AMOUNT WMBE QUALIFIED? NAME (Y/N) SfYip(7_ /4,Ze ,et. A '73 .c,0 /V T C G)7d(Y' 4- )2 i /Y/. $ Se/7eeIu/c. A/ City of Federal Way RFB # 15-011 Town Square Park Page 22 2015 RFB ver. 4-15 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 purchaser. Therefore, vendor hereby assigns to purchaser any and all claims 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 classification 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 RFB # 15-011 Town Square Park Page 23 2015 RFS ver. 4-15 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 # 15-011 N. a of 13 , . rare /7a > Heys Lx_ Si' f Authorized Representative of Bidder `gip I` d and sworn to before me this `? day of LT-24- /y , 2015. `` • c Notary 6•1,• (printed/typed name of notary)`� ry _ Notary Public in and for the State of Washingto n •Public : = My commission expires: ""-"" l• °itt\ 71-I U ,b,.• \P ., �'i®so` .Wa®'n;���`�• City of Federal Way RFB # 15-011 Town Square Park Page 24 2015 RFB ver. 4-15 Attachment F CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date:`JL`/j 9, .2e/5- This statement relates to a proposal contract with the City of Federal Way named Federal Way Town Square Park, 31600 20th Ave S, Federal Way, WA RFB # 15-011 I am the undersigned bidder or prospective contractor. I represent that: I [I have, ❑ have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. //.e , sa,, » / Y Eie> ,�./� Na ,eof :id•- By: 41L s!. . Signature Its: 7`Ve 7 Lc 4 Title //3 a'L L.z Y12`2/L Yt2 A Y /v-vv--- g : H«�-6r X474 -7233 7 Address City of Federal Way RFB # 15-011 Town Square Park Page 25 2015 RFB ver. 4-15 Attachment G PUBLIC WORKS CONTRACT FOR FEDERAL WAY TOWN SQUARE PARK, 31600 20th Ave S, Federal Way, WA RFB # 15-011 THIS PUBLIC WORKS CONTRACT ("Contract") is dated effective this day of , 201 and is made by and between the City of Federal Way, a Washington municipal corporation ("City or Owner"), and Henderson Partners, LLC, 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 necessary to complete the Town Square Park improvements. This project consists of demolition of approximately 102,000 sf of asphalt parking and associated concrete, grading and the installation of extruded curb, groundwater drainage system, irrigation, electrical conduit, topsoil and hydroseeding 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 ("Parties") 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, consisting of demolition of approximately 102,000 sf of asphalt parking and associated concrete, grading and the installation of extruded curb, groundwater drainage system, irrigation, electrical conduit, topsoil and hydroseeding to improve a new park. It is anticipated that construction will commence after July 22, 2015, 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 attached as Appendix A, Project Drawings as Appendix B, and current Prevailing Wage Rates attached as Appendix C, 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. City of Federal Way RFB # 15-011 Town Square Park Page 26 2015 RFB ver. 4-15 1.2 Completion Date. 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 on or before October 5, 2015. In the event the Work is not substantially completed within the time specified, 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." 1.3 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 Y ( 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 this from further obligations and liabilities to complete th s en tire 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 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 City of Federal Way RFB # 15-011 Town Square Park Page 27 2015 RFB ver. 4-15 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. 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. 2. TERM 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 October 5, 2015 to complete, and the expiration of all warranties contained in the Contract Documents ("Terml. 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 City of Federal Way RFB # 15-011 Town Square Park Page 28 2015 RFB ver. 4-15 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 Four Hundred Five Thousand Four Hundred Seventy-Four and No/100 Dollars ($405,474.00), and Washington State sales tax not to exceed Thirty Eight Thousand Five Hundred Twenty and No/100 Dollars ($38,520.00), for a total amount not to exceed Four Hundred Forty-Three Thousand Nine Hundred Ninety-Four and No/100 Dollars ($443,994.00), 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. 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 City of Federal Way RFB # 15-011 Town Square Park Page 29 2015 RFB ver. 4-15 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 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. City of Federal Way RFB # 15-011 Town Square Park Page 30 2015 RFB ver. 4-15 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: (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. City of Federal Way RFB # 15-011 Town Square Park Page 31 2015 RFB ver. 4-15 (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; (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: • City of Federal Way RFB # 15-011 Town Square Park Page 32 2015 RFB ver. 4-15 (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 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. City of Federal Way RFB # 15-011 Town Square Park Page 33 2015 RFB ver. 4-15 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 er 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 less than the higher rate unless the state rates are specifically preempted by Federal law. 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- 12 7-010 WAC, complies with all the requirements ments 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 of the contract: er 39.12 RCW that provided work and materials Chapt 3 p Ci of Federal Way RFB # 15-011 City Y Town Square Park Page 34 2015 RFB ver. 4-15 (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 t . h ac nn o h thvaes ag for work12. of a Dispu similar es nature In te and event such ny dispute dispt cannot arises as be t resolved wat are by the e pre City and iling the rat Contractorof wes, 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. 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 data or other documents or materials given to or Any records, reports, information, dat 9 Y � P 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 City of Federal Way RFB # 15-011 Town Square Park Page 35 2015 RFB ver. 4-15 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. 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. City of Federal Way RFB # 15-011 Town Square Park Page 36 2015 RFB ver. 4-15 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. 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. City of Federal Way RFB # 15-011 Town Square Park Page 37 2015 RFB ver. 4-15 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 OF FEDERAL WAY By: J. err I, Mayor 325 8th Avenue South Federal Way, WA 98003-6325 ATTEST: lx.11 _! .1 11111,0 Cr,rk, Stephanie Court CMC APPROVED AS TO FORM: Z"` City Attorney, Amy Jo Pearsall City of Federal Way RFB # 15-011 Town Square Park Page 38 2015 RFB ver. 4-15 REND SOAt '�• 1 I i By: (Signature (Name) 002- 3rKv -b■r- 4.\ati IA* 312- (Phone) STATE OF WASHINGTON ) ) ss. COUNTY OF t eye ) On this day personally appeared before me A'e=h°% \''f / , to me known to be the y7'��mbeY of /71:e »dc".Y iqz >7e -z /CA_L' 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. GIVEN my hand and official seal this a 3 day of k i� , 20/6. 0`1;\.1 L C/f�i (typed/printed name f notary) £ (2) ••• slon . .•gyp �. Notary Public in and for the State of Washington. �, cc' x4/,•• My commission expires 1/-/D-A,.0/4, •� •V • - i Notary • Public • • ;•a �i'O>r�••.77-10 tb• . ',, o r Was• ' `‘‘. City of Federal Way RFB # 15-011 Town Square Park Page 39 2015 RFB ver. 4-15 s'cate Exhibit A o 1=1 Original _ ❑ Revised# X79 y NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Date: Contractor's UBI Number: Name&Mailing Address of Public Agency Department Use Only Assigned to: Date Assigned: UBI Number: Notice is hereby given relative to the completion of contract or project described below Project Name Contract Number Job Order Contracting ❑ No Yes ❑ 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 Te ephone# 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: [Bond Number: Date Contract Awarded Date Work Commenced Date W-or Completed Date Work Accepted Were Subcontracters used on this project?If so,please complete Addendum A: ❑Yes ❑No Affidavit ID*-No I.&I release will be granted until all affidavits are listed. Contract Amount $ es Additions (+) $ Liquidated Damages $ 0.00 Reductions (-) $ Amount Disbursed$ Sub-Total $ 0.00 Amount Retained$ Amount of Sales Tax (If various rates apply,please send a breakdown) $ TOTAL $ 0.00 TOTAL $ 0.00 NOTE: These two totals must be equal Comments: 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: Title: Email Address: Phone Number: Employment Security tiaDepartment of Revenue Washing ton State of Department Public Works Section O Labor& Industries Registration,Inquiry, 704-5650 Contract Release - Standards&Coordination PWC @dor.wa.gov (855)545-8163,option#4 Unit ContractRelease@LNI.WA.GOV (360)902-9450 39-1 publicworks @esd.wa.gov REV 31 0020e(4/28/14) F215-038-000 04-2014 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 granted until all affidavits are listed. Subcontractor's Name: UBI Number: (Required) Affidavid 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. 39-2 REV 31 0020e Addendum(04/28/14) F215-038-000 04-2014 • EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT Federal Way Town Square Park, 31600 20th Ave 5, Federal Way, WA RFB # 15-011 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? ❑ Yes❑ No If"Yes"Will the Policies Be Extended? ❑ 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 RFB # 15-011 Town Square Park Page 40 2015 RFB ver. 4-15 DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT $ PREVIOUS CHANGE ORDERS $ THIS CHANGE ORDER $ - *ADJUSTMENTS $ - NEW CONTRACT AMOUNT $ ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY ❑ INCREASED $ ❑ DECREASED$ - PAY THIS ADJUSTED AMOUNT $ DEPARTMENT DIRECTOR'S SIGNATURE • City of Federal Way RFB # 15-011 Town Square Park Page 41 2015 RFB ver. 4-15 EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way Bid/Contract Number 33325 8th Avenue South p ,2 Federal Way,WA 98003-6325 RF►3 i5`Dt 1 1 253-835-7000 IDENTIFICATION AND DESCRIPTION Project Title TOwr■ Scj t-YG- Pike*. !hip✓DWM4Wk L Contractor_ 4 w a.f+h Representative Bid No. ►5.0/i Date 7.1•15- Administering Department : , City Representative STE.► tie. V e-ar? Funding Source W •urn iriMra.. Project Authority Ci t C',vuhC4 t r kvizitsy. RETAINAGE FORMULA ✓ JJ 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 Cotu.vbsbta. ZaN'k. (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 not 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 Associatio • Address: Account#: Contact Person: Contractor: Date: By: Title: Address: Phone: Fed ID#: Est. Completion Date: grip CITY APPROVAL Approval of Investment Program and Retainage Agreeme11;lb 1 7/3 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 # 15-011 Town Square Park Page 42 2015 RFB ver. 4-15 EXHIBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY Federal Way Town Square Park, 31600 20th Ave S, Federal Way, WA RFB # 15-011 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 RFB # 15-011 Town Square Park Page 43 2015 RFB ver. 4-15 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: PRINCIPAL By: Title: Me vribev Address: "36 2) ..6cc rrch4 m L ) it/w/- d 7 //a)-bor, W4 98332 CORPORATE SEAL: SURETY By: . Attorney-in-Fact (Attach Power of Attorney) Title: Address: City of Federal Way RFB # 15-011 Town Square Park Page 44 2015 RFB ver. 4-15 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. Secretary of Assistant Secretary APPROVED AS TO FORM: Amy Jo Pearsall, City Attorney City of Federal Way RFB # 15-011 Town Square Park Page 45 2015 RFB ver. 4-15 EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT T O: ALL EMPLOYEES AND TO: (Name of Union or Organization) The undersigned currently holds contract(s) involving with 9 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 33325 8th Avenue South Federal Way, WA 98003 110 A Aff (Contractor or subcontractor) 7-13 - /.5 Date City of Federal Way RFB # 15-011 Town Square Park Page 46 2015 RFB ver. 4-15 &,c ,- ,b`►--- 4 A`oRDe CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 7/23/2015 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 CONTCT E-,- Danielle Pethick NAM HENTSCHELL & ASSOC INC PHONE (253)272-1151 FAX (253)272-1225 LA/C.No,Ext): IA/C.No): One Pacific Building WIL s.daniellep @hentschell.com 621 Pacific Ave., Suite 400 INSURER(S)AFFORDING COVERAGE NAIC0 Tacoma WA 98402 INSURERA:United Specialty Insurance Company INSURED INSURER B:General Ins. Co of America Henderson Partners, LLC INSURERC:Navigators Insurance Company__ 11302 Burnham Dr NW INSURER D:Travelers Insurance Company INSURER E American States Insurance Co Gig Harbor WA 98332 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1551311387 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO1WTHSTANDING 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. INSR! - ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IN,gp WVD POLICY NUMBER ,(MM/p,YYYY) IMM/DD/YyYYI LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 50,000 A CLAIMS-MADE X OCCUR `PREMISES(Ea occurrence) $ X Y BV01553434 5/14/2015 5/14/2016 I MED EXP(Any one person) _$ Excluded I PERSONAL&ADV INJURY $ 1,000,000 ) GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X I JECT LOC 1 PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: I 1 Stopgap $ 1,000,000 COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY !(Ea accident) $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) ,$ ALL OWNED SCHEDULED i AUTOS 1 1 AUTOS X y 06CCOB29363 5/14/2015 5/14/2016 `BODILY INJURY(Per accident) $ X X 1 NON-OWNED IO PROPERTY DAMAGE $ HIRED AUTOS j 1 AUTOS , --- 1 I j combined single limit $ ■ UMBRELLALIAB X OCCUR EACH OCCURRENCE $ 5,000,000 c X EXCESSLIAB CLAIMS-MADE SE15EXC8103B61V 5/14/2015 5/14/2016 AGGREGATE �$ - 5,000,000 DED RETENTION$ j I$ WORKERS COMPENSATION STATUTE I X 0TH_ AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE N/A EV01553434 E.L.EACH ACCIDENT f$ 1,000 000 A OFFICER/MEMBER EXCLUDED? (Mandatory in NH) (Wa Stop Gap - Employers 5/14/2015 5/14/2016 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below Liability) E.L.DISEASE-POLICY LIMIT j$ 1,000,000 D Inland Marine QT6602T244792TIL14 5/14/2015 5/14/2016 Leased/RentedEquipment $200,000 E Property 01058833878 5/14/2015 5/14/2016 Business Personal Property 241,210 DESCRIPTION OF OPERATORS/LOCATIONS/VEHICLES(ACORD 101,Additions)Remarks Schedule,may be attached if more space Is required) Project: Town Square Park Improvements 31600 20th Avenue South, Federal Way, WA (RFB #15-011) Blanket primary non-contributory additional insured including additional insured including completed operations additional insured, Blanket Waiver of subrogation applies in favor any person or organization as per written contract per policy forms CG 2026 07/04, USIC VEN 01611 10/07, CG2028 11/85, CG2037 07/04, CG2404 10/93, CG2503 03/97 & CA7110 03/07 - City of Federal Way is included as additional insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Federal Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 33325 8th Avenue South ACCORDANCE WITH THE POLICY PROVISIONS. Federal Way, WA 98003-7000 AUTHORIZED REPRESENTATIVE -- Bradley Roberts/DRP -1; _..1{—'-"------------------- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) UNITED SPECIALTY INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY—PLEASE READ IT CAREFULLY USIC VEN 016 11 10 07(amended) PRIMARY AND NON-CONTRIBUTING INSURANCE (Third Party's Negligence) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to Section IV—Commercial General Liability Conditions, Paragraph 4: Section IV: Commercial General Liability Conditions 4. Other Insurance: d. Notwithstanding the provisions of sub-paragraphs a, b, and c of this paragraph 4,with respect to the Third Party shown below, it is understood and agreed that in the event of a claim or"suit" arising out of the Named Insured's negligence, this insurance shall be primary and any other insurance maintained by the additional insured named as the Third Party below shall be excess and non-contributory. The Third Party to whom this endorsement applies is: Absence of a specifically named Third Party above means that the provisions of this endorsement apply "as required by written contractual agreement with any Third party for whom you are performing work." All other terms,conditions and exclusions under this policy are applicable to this Endorsement and remain unchanged. USIC VEN 01611 1007 Page 1 of 1 POLICY NUMBER BVO 1553434 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED—OWNERS,LESSEES OR CONTRACTORS—COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Location And Description Of Completed Opera Or Organization(s): ations As required by Any and all written contract locations Information required to complete this Schedule,if not shown above, will be shown in the Declarations. Section II—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" or "property damage" caused, in whole or in part by your work at the location designated and described in the schedule of this endorsement performed for that additional insured and in- cluded in the "products-completed operations hazard". CG 20 37 07 04 CO ISO Properties, Inc.,2004 Page 1 of 1 0 POLICY NUMBER BYO 1553434 COMMERCIAL GENERAL LIABILITY CG 20260704 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - DESIGNATED 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) As required by written contract Information required to complete this Schedule,if not shown above,will be shown in the Declarations. Section II—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 adver- tising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: A. hi the performance of your ongoing operations;or B. In connection with your premises owned by or rented to 10 CG 2026 0704 C ISO Properties,Inc.,2004 Page 1 of 1 0 POLICY NUMBER: BVO 1553434 COMMERCIAL GENERAL LIABILITY CG 24041093 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization:As required by written contract (If no entry appears above,information required to complete this endorsement will be shown in the Declarations as applica- ble to this endorsement) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV—COMMERCIAL GENERAL LIABILITY CONDITIONS)is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or"your work"done under a contract with that person or organization and included in the "products-completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 0410 93 Copyright,Insurance Services Office,Inc., 1992 Page 1 of 1 ❑ POLICY NUMBER: BYO 1553434 COMMERCIAL GENERAL LIABILITY CG 25 03 03 97 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Projects:Any and all projects (If no entry appears above,information required to complete this endorsement will be shown in the Declarations as applica- ble to this endorsement) A. For all sums which the insured becomes legally ebli- 4. The limits shown in the Declarations for Each gated to pay as damages caused by"occurrences"un- Occurrence, Fire Damage and Medical Expense der COVERAGE A(SECTION for all medical continue to apply.However,instead of being sub- expenses RA and app Y � g expenses caused by accidents under COVERAGE C jest to the General Aggregate Limit shown in the (SECTION 1),which can be attributed only to ongo- Declarations,such limits will be subject to the ap- ing operations at a single designated construction pro- plicable Designated Construction Project General jest shown in the Schedule above: Aggregate Limit 1. A separate Designated Construction Project Gen- B. For all sums which the insured becomes legally obii- era) Aggregate Limit applies to each designated gated to pay as damages caused by"occurrences"un- construction project,and that limit is equal to the der COVERAGE A(SECTION I),and for all medical amount of the General Aggregate Limit shown in expenses caused by accidents under COVERAGE C the Declarations. (SECTION I),which cannot be attributed only to on- 2. The Designated Catsiructiion Project Genera] going operations at a single designated construction Aggregate Limit is the most we will pay for the project shown in the Schedule above: sum of all damages under COVERAGE A,except 1. Any payments made under COVERAGE A for damages because of"bodily injury"or"property damages or under COVERAGE C for medical ex- damage"included in the"products-completed op- penses shall reduce the amount available under the erations hazard", and for medical expenses under General Aggregate Limit or the Products- COVERAGE C regardless of the number of. Completed Operations Aggregate Limit,whichev- a. Insureds; er is applicable;and b. Claims made or"suits"brought;or 2. Such payments shall not reduce any Designated c. Persons or organizations making claims or Construction Project General Aggregate Limit bringing"suits". C. When coverage for liability arising out of the"prod- ucts-completed Any payments made under COVERAGE A for ucts-completed operations hazard" is provided, any Y paym payments for damages because of"bodily injury' or damages or under COVERAGE C for medical ex- "property damage" included in the "products- penses shall reduce the Designated Construction completed operations hazard" will reduce the Prod- Project General Aggregate Limit for that designat- ucts-Completed Operations Aggregate Limit, and not ed construction project. Such payments shall not reduce the General Aggregate Limit nor the Designat- reduce the General Aggregate Limit shown in the ed Construction Project General Aggregate Limit. Declarations nor shall they reduce any other Des- ignated Construction Project General Aggregate D. If the applicable designated construction project has Limit for any other designated construction pro- been abandoned, delayed, or abandoned and then re- ject shown in the Schedule above. started,or if the authorized contracting parties deviate from plans,blueprints,designs,specifications or time- tables, the project will still be deemed to be the same construction project. CG 2503 03 97 Copyright,Insurance Services Office,Inc., 1996 Page 1 of 2 ❑ E. The provisions of Lungs tit Insurance (SECTION III)not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 Copyright,Insurance Services Office,Inc., 1996 CG 25 03 03 97 ❑ 1r Liberty Mutual. COMMERCIAL AUTO INSURANCE CA 71 10 03 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of-the Coverage Form apply unless modified by the endorsement. EXTENDED CANCELLATION CONDITION BLANKET ADDITIONAL INSURED Paragraph 2.b. of the CANCELLATION Common SECTION II — LIABILITY COVERAGE — A.1. WHO Policy Condition is replaced by the following: IS AN INSURED provision is amended by the addition b. 60 days before the effective date of cancellation of the following: if we cancel for any other reason. e. Any person or organization for whom you are re- quired by an "insured contract" to provide insur- TEMPORARY SUBSTITUTE AUTO — PHYSICAL ance is an 'Insured", subject to the following DAMAGE COVERAGE additional provisions: Under paragraph C. — CERTAIN TRAILERS, MO- (1) The Insured contract" must be in effect BILE EQUIPMENT AND TEMPORARY SUBSTITUTE during the policy period shown in the Deda- AUTOS of SECTION 1 - COVERED AUTOS, the rations, and must have been executed prior following is added: to the "bodily injury" or "property damage". (2) This person or organization is an Insured" If Physical Damage coverage is provided by this Coy- only to the extent you are liable due to your erage Form,then you have coverage for: ongoing operations for that insured, whether the work is performed by you or for you,and Any "auto" you do not own while used with the per- only to the extent you are held liable for an mission of its owner as a temporary substitute for a "accident' occurring while a covered "auto" covered 'auto" you own that is out of service be- is being driven by you or one of your em- cause of its breakdown, repair, servicing, loss" or ployeas. destruction. (3) There is no coverage provided to this person BROAD FORM NAMED INSURED or organization for "bodily injury" to its em- ployees, nor for "property damage" to its SECTION II — LIABILITY COVERAGE — A.1. WHO property. IS AN INSURED provision is amended by the addition (4) Coverage for this person or organization of the following: shall be limited to the extent of your negli- gence or fault according to the applicable d. Any business entity newly acquired or formed by principles of comparative negligence or fault. las you during the policy period provided you own (5) The defense of any claim or "set" must be 50% or more of the business entity and the business entity is not separately insured for tender tendered by this person or organization as Business Auto Coverage. Coverage is extended soon as practicable to all other insurers up to a maximum of 180 days following acquisi- which potentially provide insurance for such ISM lion or formation of the business entity. Coverage claim or suit under this provision is afforded only until the end of the policy period. Includes copyrighted material of Insurance Services Office, Inc., with its permission. — Copyright, Insurance Services Office, Inc., 1997 CA71 100307 Page 1 of EP •m nn Mh r.nmi m rr..wn• (6) The coverage provided will not exceed the PERSONAL EFFECTS COVERAGE lesser of: (a) The coverage and/or limits of this A. SECTION III — PHYSICAL DAMAGE COVER- (a) AGE, A.4. COVERAGE EXTENSIONS, is or amended by adding the following: (b) The coverage and/or limits required by c. Personal Effects Coverage the "insured contract". For any Owned °auto" that is involved in a (7) A person's or organization's status as an covered loss", we will pay up to $500 for Insured" under this subparagraph d ends "personal effects" that are lost or damaged when your operations for that "insured" are as a result of the covered "loss", without completed. applying a deductible. EMPLOYEE AS INSURED EXTRA EXPENSE — BROADENED COVERAGE Under Paragraph A. of Section 11 — LIABILITY COV- Paragraph A. — COVERAGE of SECTION III ERAGE item f. is added as follows: PHYSICAL DAMAGE COVERAGE is amended to add: Your "employee"while using his owned "auto",or an "auto" owned by a member of his or her household, 5. We will pay for the expense of returning a stolen in your business or your personal affairs,provided you covered "auto"to you. do not own, hire or borrow that "auto". This coverage is excess to any other collectible insurance coverage. AIRBAG COVERAGE FELLOW EMPLOYEE COVERAGE Under paragraph B. — EXCLUSIONS of SECTION III — PHYSICAL DAMAGE COVERAGE,the following is Exclusion 6. FELLOW EMPLOYEE of SECTION 11 — added: LIABILITY COVERAGE — B. EXCLUSIONS is amended by the addition of the following: The exclusion relating to mechanical breakdown does not apply to the accidental discharge of an airbag. However, this exclusion does not apply if the °bodily injury" results from the use of a covered "auto" you NEW VEHICLE REPLACEMENT COST own or hire, and provided that any coverage under this provision only applies in excess over any other Under Paragraph C — LIMIT OF INSURANCE of collectible insurance. Section ill — PHYSICAL DAMAGE COVERAGE sec- tion 2 is amended as follows: BLANKET WAIVER OF SUBROGATION 2. An adjustment for depreciation and physical con- We waive the right of recovery we may have for pay- dition will be made in determining actual cash ments made for °bodily injury" or "property damage" value in the event of a total loss. However, in the on behalf of the persons or organizations added as event of a total loss to your "new vehicle" to °insureds"under Section II — LIABILITY COVERAGE which this coverage applies, as shown in the — A.1.D. BROAD FORM NAMED INSURED and declarations,we will pay at your option: &1.e. BLANKET ADDITIONAL INSURED. a. The verifiable "new vehicle" purchase price PHYSICAL DAMAGE — ADDITIONAL TRANS- you paid for your damaged vehicle, not in- PHYSICAL EXPENSE COVERAGE chiding any insurance or warranties pun chased; The first sentence of paragraph A.4. of SECTION III b. The purchase price, as negotiated by us, of — PHYSICAL DAMAGE COVERAGE is amended as a new vehicle of the same make,model and follows: equipment, not including any furnishings, parts or equipment not installed by the We will pay up to $50 per day to a maximum of manufacturer or manufacturer's dealership. $1,500 for temporary transportation expense incurred If the same model is not available pay the by you because of the total theft of a covered "auto" purchase price of the most similar model of the private passenger type. available; Page 2of8 • c. The market value of your damaged vehicle, a. Actual cash value of the damaged or stolen not inducing any furnishings, parts or equip- property as of the time of the loss", less an ment not installed by the manufacturer or adjustment for depreciation and physical manufacturer's dealership. condition; or This coverage applies only to a covered "auto" b. Balance due under the terms of the loan or of the private passenger, light truck or medium lease that the damaged covered "auto" is truck type (20,000 lbs or less gross vehicle subject to at the time of the "loss", less any weight) and does not apply to initiation or set up one or all of the following adjustments: costs associated with loans or leases. (1) Overdue payment and financial TWO OR MORE DEDUCTIBLES penalties associated with those payments as of the date of the Under SECTION III — PHYSICAL DAMAGE COV- doss ERAGE,if two or more "company" policies or cover- (2) Financial penalties imposed under a age forms apply to the same accident, the following lease due to high mileage, excel- ' applies to paragraph D. Deductible: sive use or abnormal wear and tear. a. If the applicable Business Auto deduct- (3) Costs for extended warranties, Cre- ible is the smaller (or smallest) deduct- dit life Insurance, Health, Accident ible it will be waived; or or Disability Insurance purchased b. If the applicable Business Auto deduct- with the loan or lease. ible is not the smaller (or smallest) de- (4) Transfer or rollover balances from ductible it will be reduced by the amount previous loans or leases. of the smaller (or smallest) deductible; (6) Final payment due under a "Balloon or Loan". c. If the loss involves two or more Busi- ness Auto coverage forms or policies (6) The dollar amount of any un-repaired damage that occurred the smaller (or smallest) deductible will be waived. prior to the "total loss"of a covered "auto". For the purpose of this endorsement "company" means: (7) Security deposits not refunded by a lessor. a. Safeco Insurance Company of America (in All refunds payable or paid to you b. American States Insurance Company as a result of the early termination e. General Insurance Company of America of a lease agreement or any war- e. rarity or extended service agree- d. American Economy Insurance Company ment on a covered "auto". a. First National Insurance Company of (9) Any amount representing taxes. ii America (10) Loan or lease termination fees f. American States Insurance Company of Texas GLASS REPAIR —WAIVER OF DEDUCTIBLE g. American States Preferred Insurance Under paragraph D. — DEDUCTIBLE of SECTION 111 Company — PHYSICAL DAMAGE COVERAGE,the following is h. Safeco Insurance Company of Illinois added: LOAN/LEASE GAP COVERAGE No deductible applies to glass damage if the glass is repaired rather than replaced. P� P Under paragraph C — LIMIT OF INSURANCE of SECTION Ili — PHYSICAL DAMAGE COVERAGE, AMENDED DUTIES IN THE EVENT OF ACCI- the following is added: DENT, CLAIM, SUIT OR LOSS 4. The most we will pay for a total "loss" in any one The requirement in LOSS CONDITION 2.a. — "accident" is the greater of the following, subject DUTIES IN THE EVENT OF ACCIDENT, CLAIM, to a$1,500 maximum limit: SUIT OR LOSS — of SECTION IV — BUSINESS AUTO CONDITIONS that you must notify us of an CA71100307 Page 3ofB EP "accident"applies only when the "accident" is known deductible and excess provisions, we will provide to: coverage equal to the broadest coverage applicable (1) You, if to any covered "auto" you own. ( ) you are an individual; (2) A partner, if you are a partnership; or HIRED AUTO PHYSICAL DAMAGE COVERAGE — LOSS OF USE (3) An executive officer or insurance manager, if you are a corporation. SECTION III -- PHYSICAL DAMAGE A.4.b. Form does not apply. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Subject to a maximum of$1,000 per accident,we will cover loss of use of a hired "auto" if it results from SECTION IV — BUSINESS AUTO CONDITIONS — an accident, you are legally liable and the lessor in- B.2.is amended by the addition of the following: curs an actual financial loss. If you unintentionally fail to disclose any hazards ex- RENTAL REIMBURSEMENT COVERAGE fisting at the inception date of your policy, we will not A. We will pay for rental reimbursement expenses deny coverage under this Coverage Form because of incurred by you for the rental of an "auto" be- such failure. However, this provision does not affect cause of a covered loss" to a covered "auto". our right to collect additional premium or exercise our right of cancellation or non-renewal. Payment applies in addition to the otherwise ap- plicable amount of each coverage you have on a HIRED AUTO — LIMITED WORLD WIDE COVER- covered "auto". No deductibles apply to this AGE coverage. B. We will pay only for those expenses incurred Under Section IV — Business Conditions, Paragraph during the policy period beginning 24 hours after B.7.b.e(1) is replaced by the following: the loss" and ending, regardless of the policy's (1) The "accident" or "loss" results expiration, with the lesser of the following number from the use of an 'auto" hired for of days: 30 days or less. 1. The number of days reasonably required to RESULTANT MENTAL ANGUISH COVERAGE repair is or caused the a , this number f "loss" is caused by theft, this number of SECTION V — DEFINITIONS— C. Is replaced by the days locate a is the o to ere "auto" aof nd days it it to P� Y to locate the covered "auto" and return it to following: you. "Bodily injury" means bodily injury, sickness or dis- 2. 30 days. ease sustained by a person including mental anguish C. Our payment is limited to the lesser of the fol- or death resulting from any of these. lowing amounts: a HIRED AUTO PHYSICAL DAMAGE COVERAGE 1. Necessary and actual expenses incurred. If hired "autos" are covered "autos" for Liability cov- erage and if Comprehensive, Specified Causes of D. This coverage does not apply while there are Loss or Collision coverages are provided under this spare or reserve "autos" available to you for your Coverage Form for any "auto" you own, then the operations. Physical Damage Coverages provided are extended to "autos" you hire or borrow. E. If loss" results from the total theft of a covered "auto" of the private passenger type,we will pay The most we will pay for loss to any hired "auto" is under this coverage only that amount of your $50,000 or Actual Cash Value or Cost of Repair, rental reimbursement expenses which is not al- whichever is smallest, minus a deductible. The de- ready provided for under the PHYSICAL DAM- ductible will be equal to the largest deductible appli- AGE COVERAGE Coverage Extension. cable to any owned "auto" of the private passenger or light truck type for that coverage. Hired Auto Phy- F. The Rental Reimbursement Coverage described sisal Damage coverage is excess over any other col- above does not apply to a covered "auto" that is lectible insurance. Subject to the above limit, described or designated as a covered "auto" on Page 4 de Rental Reimbursement Coverage Form the manufacturer for the installation of a CA 99 23. radio. AUDIO, VISUAL AND DATA ELECTRONIC C. Umit of insurance EQUIPMENT COVERAGE With respect to this coverage, the LIMIT OF IN- SURANCE provision of PHYSICAL DAMAGE COVERAGE is replaced by the following: 1. We will pay with respect to a covered "auto" 1. The most we will pay for "toss" to audio, vi- for loss" to any electronic equipment that receives or transmits audio, visual or data sual or data electronic equipment and any accessories used with this and that is not designed solely for the s equipment as a reproduction of sound.This coverage applies result of any one 'accident is the lesser of: only if the equipment is permanently installed a. The actual cash value of the damaged in the covered "auto" at the time of the or stolen property as of the time of the loss" or the equipment is removable from a "loss";or housing unit which is permanently installed in the covered "auto" at the time of the b. The cost of repairing or replacing the loss", and such equipment is designed to damaged or stolen property with other be solely operated by use of the power from property of like kind and quality. the "auto's"electrical system,in or upon the c. $1,000. covered "auto". 2. An adjustment for depreciation and physical 2. We will pay with respect to a covered "auto" condition will be made in determining actual for loss" to any accessories used with the cash value at the time of the 'loss'. electronic equipment described in paragraph A.1. above. 3. If a repair or replacement results in better than like kind or qualify, we will not pay for However, this does not include tapes, the amount of the betterment. records or discs. 3. If Audio, Visual and Data Electronic Equip- D. Deductible ment Coverage form CA 99 60 or CA 99 94 1. If loss" to the audio, visual or data elec- is attached to this policy, then the Audio, Vi- tonic equipment or accessories used with sual and Data Electronic Equipment Cover- this equipment is the result of a "loss" to the age described above does not apply. covered "auto" under the Business Auto Coverage Form's Comprehensive or Colli- B. Exclusions sion Coverage,then for each covered "auto" The exclusions that apply to PHYSICAL DAM- our obligation to pay for, repair, return or re- AGE COVERAGE,except for the exclusion relat- place damaged or stolen property will be re- duced to Audio, Visual and Data Electronic duced by the applicable deductible shown in Equipment, also apply to this coverage. In addi- the Declarations. Any Comprehensive Cov- a ton, the following exclusions apply: erage deductible shown in the Declarations does not apply to loss" to audio, visual or We will not pay for either any electronic equip- data electronic equipment caused by fire or ment or accessories used with such electronic lightning. equipment that is: 2. If loss" to the audio, visual or data elec- t Necessary for the normal operation of the tropic equipment or accessories used with covered "auto" for the monitoring of the this equipment is the result of a loss"to the covered "auto's" operating system;or covered "auto" under the Business Auto 2. Both: Coverage Form's Specified Causes of Loss Coverage, then for each covered 'auto" our a. an integral part of the same unit housing obligation to pay for, repair, return or replace any sound reproducing equipment de- damaged or stolen property will be reduced signed solely for the reproduction of by a$100 deductible. sound if the sound reproducing 3. If "loss" occurs solely to the audio, visual or equipment is permanently installed in data electronic equipment or accessories • the covered "auto"; and used with this equipment, then for each coy- --•! b. permanently installed in the opening of Bred "auto" our obligation to pay for, repair, the dash or console normally used by CA71100307 Page 5of6 EP r_rtse."m"mmmcc. ma.e return or replace damaged or stolen property SECTION V — DEFINITIONS is amended by adding will be reduced by a$100 deductible. the following: 4. In the event that there is more than one ap- O. Personal effects" means your tangible plicable deductible, only the highest deduct- property that is worn or carried by you, ex- ible will apply. In no event will more than one cept for tools,jewelry,money,or securities. deductible apply. R. "New vehicle" means any "auto" of which you are the original owner and the `auto" has not been previously titled and is less than 366 days past the purchase date. Page 6 o18 • EXHIBIT G CITY OF FEDERAL WAY PERFORMANCE/PAYMENT BOND Bond No.1001008111 KNOW ALL PEOPLE BY THESE PRESENTS: We,the undersigned Henderson Partners,LLC , ("Principal")and American Contractors Indemnity Company , the undersigned corporation organized and existing under the laws of the State of California and legally doing business in the State of Washington as a surety("Surety"), are held and firmly bonded unto the City of Federal Way, a Washington municipal corporation ("City") in the penal sum of *Four Hundred Forty Three Thousand Nine Hundred Dollars and no/I00($443,994.00 ) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally. `Ninety Four&00/100 This obligation is entered into an Agreement with the City dated July 22 , 2015 for Town Square Park Improvements(RFB 15-011) 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 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. City of Federal Way RFB # 15-011 Town Square Park Page 48 2015 RFB ver. 4-15 APPROVED AS TO FORM: .TAm o Pearsall, City A omey City of Federal Way RFB # 15-011 Town Square Park Page 50 2015 RFB ver. 4-15 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 shalt 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 this 22ndday of July , 2015 CORPORATE SEAL OF PRINCIPAL: PRI ''1,1(4 1 d- •n Partners,LLC By: . (Name of Person Executing Bond) Its: 7v�i,_"� (Title) 11302 Burnham Dr.NW Gig Harbor,WA 98332 (Address) 253-851-5896 • (Phone) • • CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the(Assistant) Secretary of the Corporation named as Principal in the within bond; that t'J c,i I&s 1/*A\ • who signed the said bond on behalf of the Principal,was ny►A' & of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was du y signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. sr‘of.Assistailt_serjetary 44 Alur +-ors,ccc CORPORATE SEAL OF SURETY: SURETY American Contractors Indemnity Company By: Crney-in-Fact ttach Power of Attorney) Joanne Reinkensmeyer,Attorney-in-Fact (Name of Person Executing Bond) 1436 S.Union Tacoma,WA 98405 (Address) 253-272-1151 (Phone) City of Federal Way RFB # 15-011 Town Square Park Page 49 2015 RFB ver. 4-15 , f I 1 1IIIIit '1l 1�l 111 - — � L Io 111 I1 — - 1 ', 11111 1 11. 1 -- 1 POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY n Maryland toarpecialty Ins' 1111 it alifornia corporationedt W AI,I v B NTHESE and NTC:Th an Contractors Ind;IIn 1 'III I I o 11 ii > II IXas corporatro Il t y_th ntbY these resenlct omt. p f1I ram111 a1dThoth .Ichelt Karen J.Smith,Kar g , r .Roberts, Joanne Reinkensmeyer or Julie Craker of Tacoma,Washington its true and lawful Attorney(s)-in-fact,each in their separate capacity if more than one is named above,with full power and authority 7 outs or cont s s " I` Icknawledge and dekveany nds,recognizance undertalin tt)exceod s i nude riders, a ne ita,aM cwt is of surety, o g i- 1te y c its name,p ' 1 I I 1 ee Million** - Dollars ($ ' O 0 D0 * This owes of Attorney shall exp Ilwit't' further action on December 0 201 his Power of Attorney is gra d under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to rep d act for and Fat(behalf of the Company subject to the follows III represent and III tY ppo Y Pe for - c given full w d n me of and on beh o e , I iI acknowledge and i ara lF ntW I hAI1�l1� !gl �,i and all consents fa0rel�s rncx�= e 8 Po tY�' "t gn acts, agreements or nAihe€ccittonal or obligatory ^ i percentages and/or final estimates on engines tg antheonstruction contracts,and any and al II N ices' d documents canceling or temamating Company s liability i thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as.if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto to whiich it is ark will i 1 nl'scats ^1 1 imile signature or facsimile seal shall vali and binding upon the Company with respect y si n any power of attorney or certificate s 111 _ IEREOF,The C y led 1111 _ ir�erporate seals to bee -_ a u1,..41 is instrument tort dam` 10th—day of December,2012. 1�► AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY as'�Cr`6ai. _ � , n„ 1 1 1, 111 111111111 111,.. 111 1I IL I ��� Rg _ ..F� �o's 11 III I1 II I I I I i1 11 1 __ wmr,. - ., s� a�tx^,ww Z� fit' -4:7,. '- D9 .7 r �\a t'a y, ,. W{ oS :�s� T4 7 ;; Daniel P.Aguilar,Vice President State of California; n„,,z ;��•,, m,l*,,,,. * ,��"'°" _ ty eles SS: 1 111 II Il 111 1 1 I'111 l' I�`I II I its d cember,2012, u, 111 1 al tht,a notary pulp�n Daniel P.Agui Vi€ Presiden Atrterican ontractors Indemnity pa I 11!11 nite I States Surety Compan d WK—Specialty Insurance Company- o proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature on the instrument the person(s),or the entity upon behalf of which thej,erson(s)acted,executed the instrument. nerd 1 MALTY OF P unckr of the State o ' a 111 1 is t tl tk�e'Il gategoing paragrap s ana c e t e n d and official s e w = 1 1 1!1'1 " I I II I!i l l 1 1, 1 I 1 _ — it .41.! corass***11111011$ 4 Signature ,a_ J (Seal) ,,,A, • n a `cwa tc.i i instant Secretor( o 1111 '1n 1, III�i qrs Indemnity I es trety Compat a I I _ c smPaiiies,which is still in 1 ° "v foregoing is cry a Power of AYxetb M 111 II W__ am a do hereby ud ri t Ia r e °c; hermore,the retio-riThoaWr s of Directors,sett in ower of Attorney are in full force and effect. my Companies at Los Angeles,California this�-'v7 day In Wiliness Whereof,I have hereunto set m hand and affixed the seals of said Com awes — _ 1 1 II 11 1 i�111 11111 I�1 1 111 11 11 111 III 1 Ills!!'II�!I �I�,. 1 = t.orpt5rate Seals 4:r4, `<r � 8 04,„ ,,,41;=;:;',...., I I; tt th ..%s.. s i0 u';: Bond No �o' I� .e e E)� °l Jeannie Lee, n sistant Secretary Agency No. $306 s'. .zs taao:q, ?..W.,. 11 1,av ,z� r�s• _ ac4h1 11,il 11 ' „'; I _ III = _ 111 1 11I11111I III I I 1 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 relative to non-discrimination on contractor's obligations under this contract and the Regulations rel a 9 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 RFB # 15-011 Town Square Park Page 51 2015 RFB ver. 4-15 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 RFB # 15-011 Town Square Park Page 52 2015 RFB ver. 4-15 APPENDIX A TECHNICAL SPECIFICATIONS The following list of Divisions 1-33 comprise the Technical Specifications DIVISION 1 Summary 011000 Project Management and Coordination 4937 REGISTERED 013100 Construction Progress Documentation ARCHITECT 013200 Submittal Procedures 44y _ 013300 Quality Requirements DAVID IL CLARK 014000 WASHINGTON 014200 Temporary Facilities and Controls 015000 Product Requirements 016000 Execution 017300 Construction Waste Management and Disposal 017419 Closeout Procedures 017700 Project Record Documents 017810 Operation and Maintenance Data 017820 DIVISION 31 Temporary Erosion Control 310000 Site Clearing 311000 Trench Safety 311100 Earthwork 312000 DIVISION 32 Extruded Curbs 321313 Irrigation 328400 Topsoil 329213 Seeding 329219 DIVISION 33 Site Utilities 334100 Field Underdrain 334616 City of Federal Way RFB # 15-011 Town Square Park Page 53 2015 RFB ver. 4-15 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 A. Section includes: I. 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 OWNER A. General: Cooperate fully with Owner 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. 1.5 OWNER-FURNISHED PRODUCTS A. Owner will furnish products indicated. The Work includes receiving, unloading, handling, storing, protecting, and installing Owner-furnished products. B. Owner-Furnished Products: 1. None 011000- 1 Summary 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. I. 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 A. 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 I apply to the Work of all Sections in the Specifications. 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. 01 1000-2 Summary 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. Building 2. Electrical 3. Mechanical 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: L 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 I 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 I. 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. I. 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) A. 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 I 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. I. 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. I. 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 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. P 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. 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 I 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 l 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. 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. Q. 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: 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 I 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 P > 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 I 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. I. 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 subassembl ies. 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. 1. 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 B. 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 I -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. 1. "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 www.aeic.org AF&PA American Forest& Paper Association (800)878-8878 www.afandpa.org (202)463-2700 AGA American Gas Association (202)824-7000 www.aga.org AGC Associated General Contractors of America(The) (703)548-3118 www.agc.org AHAM Association of Home Appliance Manufacturers (202)872-5955 www.aham.org AHRI Air-Conditioning, Heating,and Refrigeration Institute (703)524-8800 www.ahrinet.org AI Asphalt Institute (859)288-4960 www.asphaltinstitute.org AIA American Institute of Architects (800)242-3837 www.aia.org (202)626-7300 AISC American Institute of Steel Construction (800)644-2400 www.aisc.org (312)670-2400 AISI American Iron and Steel Institute (202)452-7100 www.steel.org AITC American Institute of Timber Construction (303)792-9559 www.aitc-glulam.org ALSC American Lumber Standard Committee, Incorporated (301)972-1700 www.alsc.org AMCA Air Movement and Control Association International, Inc. (847)394-0150 www.amca.org ANSI American National Standards Institute (202)293-8020 www.ansi.org AOSA Association of Official Seed Analysts,Inc. (405)780-7372 www.aosaseed.com APA Architectural Precast Association (239)454-6989 www.archprecast.org APA APA -The Engineered Wood Association (253)565-6600 www.apawood.org API American Petroleum Institute (202)682-8000 www.api.org ARI Air-Conditioning& Refrigeration Institute (Now AHRI) 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/SEl 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)794-771 1 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.intemationalbadminton.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 CIMA 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.cooIroofs.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 CRl 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.ej dc.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 www.fiba.com FIVB Federation Internationale de Volleyball 41 21 345 35 35 (The International Volleyball Federation) www.fivb.org 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 Hl 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 1BF 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) LEST 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 f o r Standardization 41 22 749 01 1 1 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 lntertek Testing Service NA (Now ETL SEMCO) ITU International Telecommunication Union 4 1 22 730 51 1 1 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 National Environmental Balancing Bureau (301)977-3698 www.nebb.org NECA National Electrical Contractors Association (301)657-31 10 www.necanet.org NeLMA Northeastern Lumber Manufacturers' Association (207)829-6901 www.nelma.org NEMA National.Electrical Manufacturers Association (703)841-3200 www.nema.org NETA InterNational Electrical Testing Association (888)300-6382 www.netaworld.org (269)488-6382 NFHS National Federation of State High School Associations (317)972-6900 www.nths.org NFPA NFPA (800)344-3555 (National Fire Protection Association) (617)770-3000 www.nfpa.org NFRC National Fenestration Rating Council (301)589-1776 www.nfrc.org NGA National Glass Association (866)342-5642 www.glass.org (703)442-4890 NHLA National Hardwood Lumber Association (800)933-0318 www.natlhardwood.org (901)377-1818 NLGA National Lumber Grades Authority (604)524-2393 www.nlga.org NOFMA NOFMA: The Wood Flooring Manufacturers Association (901)526-5016 (Formerly: National Oak Flooring Manufacturers Association) www.nofma.com NOMMA National Ornamental & Miscellaneous Metals Association (888)516-8585 www.nomma.org NRCA National Roofing Contractors Association (800)323-9545 www.nrca.net (847)299-9070 NRMCA National Ready Mixed Concrete Association (888)846-7622 www.nrmca.org (301)587-1400 NSF NSF International (800)673-6275 (National Sanitation Foundation International) (734)769-8010 www.nsf.org NSSGA National Stone, Sand &Gravel Association (800)342-1415 www.nssga.org (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.ui uc.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.redwoodi nspecti on.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- 1 1 REFERENCES Engineers (See ASCE) SGCC Safety Glazing Certification Council (315)646-2234 www.sgcc.org SR 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 SW1 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.ti I eusa.com TIA/EIA Telecommunications Industry Association/Electronic Industries (703)907-7700 Alliance www.ti aonl i ne.org TMS The Masonry Society (303)939-9700 www.masonry soc i ety.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.ti leroofing.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-belI.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. (800)423-6587 www.icc-es.org (562)699-0543 UBC Uniform Building Code (See ICC) 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 (800)638-2772 www.cpsc.gov (301)504-7923 DOC Department of Commerce (202)482-2000 www.commerce.gov 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 (202)708-1112 www.hud.gov LBL Lawrence Berkeley National Laboratory (510)486-4000 www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology (301)975-6478 www.nist.gov OSHA Occupational Safety&Health Administration (800)321-6742 www.osha.gov (202)693-1999 PBS Public Buildings Service (See GSA) PHS Office of Public Health and Science (202)690-7694 www.hhs.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.mi Available from Defense Standardization Program www.dps.dla.mil Available from General Services Administration (202)619- 8925 www.gsa.gov Available from National Institute of Building Sciences (202)289- 7800 www.wbdg.orglccb FTMS Federal Test Method Standard (See FS) MIL (See MILSPEC) MIL-STD (See MILSPEC) MILSPEC Military Specification and Standards (215)697- 2664 Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mi l UFAS Uniform Federal Accessibility Standards (800)872- 2253 Available from Access Board (202)272- 0080 www.access-board.gov 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 -GENERAL 1.l 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 ry Eg re ss: Comply with a pp licable provisions in I B O 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. q Y pro g 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. P P 3.3 SUPPORT FACILITIES INSTALLATION A. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing ing s i to improve m ents 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. I. 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." 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. l -4 TEMP. FACILITIES AND CONTROLS 5000 LS 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 l 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. 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 PARTI -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 mariner 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. B. 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 y g 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 oints to set lines and levels at each story of P y 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 ermanent benchmarks on Project site, p Project 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. I. 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. I. 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. I. 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 final 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 A. 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. 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: I. 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 I 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 I Section "Project Record Documents" for submitting Record Drawings,Record Specifications,and Record Product Data. 3. Division I 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- I 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-I I-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 finishes 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 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections,apply to this Section. L2 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 DRAWING S A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings. 017810- 1 Project Record Documents . 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 P P 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 I -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: I. 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: I. 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-H-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: I. 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: 1. 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 310000 TEMPORARY EROSION CONTROL PART 1 —GENERAL 1.01 GENERAL A. This item shall consist of installing,maintaining, and removing temporary erosion and sediment control Best Management Practices(BMPs)as shown on the drawings. B. The provisions and intent of the Contract,including the General Conditions, Supplementary Conditions,and General Requirements,apply to this work as if specified in this section. C. The Transfer of Coverage Segregation letter from the City of Federal Way is made part of this Section. 1.02 REFERENCES The following rules, requirements and regulations specified may apply to this work: A. City of Federal Way Ordinances, Rules and Regulations B. WAC 173-201 A, Water Quality Standards of the State of Washington C. Surface Water Design Manual, King County,Department of Natural Resources, Current Edition. 1.03 ADMINISTRATIVE REQUIREMENTS A. Failure to install,maintain,and/or remove BMPs shown on the drawings and specified herein, or by order of the Architect; or failure to comply, implement and maintain any provisions and requirements of this section;will result in the suspension of the Contractor's operations in accordance with Section 00700 General Conditions. The Contractor shall be solely responsible for any damages, fines, levies,or judgments incurred as a result of Contractor, subcontractor,or supplier negligence in complying with the requirements of this section. B. Any damages, fines, levies,or judgments incurred as a result of Contractor, subcontractor, or supplier negligence in complying with the requirements of this section will be deducted from payment due by Modification. PART 2 -PRODUCTS 2.01 ACCESSORIES 1. Erosion Control Fabric: Geotextile erosion control fabric as indicated on the drawings or as accepted by the City. 2. Miscellaneous: Any other products indicated on the drawings and / or as required to complete the installation of the erosion control work. Temporary Erosion Control 310000 PART 3 - EXECUTION • 3.01 MAINTENANCE A. BMP Maintenance:The contractor shall install and maintain the TESCP and shall inspect the work during site work. 1. BMPs shall be maintained for the life of the project or until removed by order of the CM; 2. BMPs shall be maintained during all suspensions of work and all non-work periods; 3. BMPs shall be maintained and repaired as needed to assure continued performance of their intended function and in accordance with the approved CESCP; 4. The limits of responsibility between Contractor and City is outline in the Transfer of Coverage Segregation letter at the end of this Section. B. BMP Removal 1. Before project closeout,all sediment shall be removed from temporary and permanent drainage conveyances, ditches,culverts,channels,to maintain operation; 2. Sediment removed shall be placed away from drainage conveyances and permanently covered with hydro seed or other material as directed by the AHJ; 3. All ponds shall be returned to elevations shown on the plans; 4. All temporary BMPs shall be removed upon permanent stabilization or as directed by the AHJ; 5. Areas disturbed during removal of temporary BMPs shall be permanently stabilized. A. Emergency Response: The TESCP shall contain,at a minimum,the Contractor's employee responsible for,or first noticing,the discharges shall take appropriate immediate action to protect the work area,private property,and the environment(e.g., diking to prevent pollution of state waters). C. Construction Dewatering 1. Storm water and construction dewatering operations shall not discharge to the Storm Drain System (SDS) unless free from pollutants. 3.02 CONSTRUCTION REQUIREMENTS D. Construction Roads, Entrances, and Exits 1. Before leaving project site,all trucks and equipment shall be inspected for mud and debris; 2. All mud and debris shall be removed. If mud or debris is tracked from the site it shall be cleaned up immediately; 3. Mud and debris shall be removed from pavement by sweeping and shoveling and transported to a controlled sediment disposal area; 4. Use of water to wash concrete,or asphalt pavement shall be allowed only after sediment has been removed by sweeping and shoveling; 5. Water used to wash pavement shall not drain into the SDS, I WS,or any other natural or constructed storm water conveyance. E. Storm Drain Inlet Protection Temporary Erosion Control 310000 1. All catch basins within the project limits shall be protected with Foss Stream Guard, or equivalent, catch basin inserts. Transfer of Coverage Construction Stormwater General Permit Town Square Park: Permit#WAR-303013 Date of Transfer: Date listed on Page 1 of form ECY 020-87a Effective on the above listed date,the coverage of responsibilities for all activities related to Erosion and Sediment Control is hereby segregated as follows: City of Federal Way Responsibilities: • Installation of Inlet Filters designated as D.3.5.F-City • Initial saw cutting of macadam and installation of silt fence around stockpile area as shown on the Erosion and Sediment Control Plan • Importing and stockpiling of material from offsite source in the designated stockpile area as shown on the Erosion and Sediment Control Plan • Temporary stabilization of stockpile by placement of weighted plastic or seeding in accordance with the Erosion and Sediment Control Plan • Saw cutting of macadam,earthwork,grading, installation of underdrain, installation of outlet structure,connection to existing underground facility,and permanent stabilization of bioretention stormwater facility in accordance with the project drawings and specifications • Maintenance, Inspection and Permit reporting of all constructed controls BEFORE the Date of Transfer listed above NAME OF CONTRACTOR Responsibilities: • Installation of all Erosion and Sediment Controls, not explicitly listed above,that are shown on the Erosion and Sediment Control plan, required by Ecology,or required as a result of the contractor's modification to the SWPP plan or changing site conditions • Ensuring no sediment during contractor's activities enters the bioretention stormwater facility,downslope stormwater facilities or leaves the project site • Saw cutting of macadam,earthwork, spreading of stockpiled materials,grading,utility installation and modification, and stabilization for all improvements not explicitly listed above, in accordance with the project drawings and specifications • Construction of all improvements not explicitly listed above, in accordance with the project drawings and specifications • Permanent stabilization of all disturbed areas in accordance with the project drawings and specifications • All restoration,ancillary and supplemental construction related to,or required for,the completion of the project in accordance with the project drawings and specifications • Maintenance, Inspection and Permit Reporting of all constructed controls AFTER the Date of Transfer listed above Temporary Erosion Control 310000 • Termination of Construction Stormwater General Permit in accordance with the requirements of the Department of Ecology upon completion of construction Temporary Erosion Control 310000 The undersigned are hereby bound in accordance with the above listing of responsibilities and duties, the approved permit and associated terms and conditions,and applicable Department of Ecology Regulations. City of Federal Way: Contractor: Jim Ferrell, Mayor * 0wAL (-)AU Printed Name Printed ame .- ) 40.nat e of Permittee ignature of = r rttee 3 --1— c� \Dat. late marts._At a itness itness ' `N\■\‘\\\\\Ittl offE 4- i _ �� NC '�i S 4I ptAlp� 4'RN-, i _ _,tos T 4 ,�,f11 /i i I '1, /3 AUK`, A 0 % N Z A /� 71. .111%\%0. `''�S'c�`4 END OF SECTION �J�' T-20-1'1,,',�O = lgi F p� W P9 ��. C� OF O�WAS\ .`'�'' I I Temporary Erosion Control 310000 SECTION 311000 SITE CLEARING& DEMOLITION 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: 1. . Protecting existing vegetation to remain. 2. Removing existing vegetation. 3. Clearing and grubbing. 4. Rerioval of asphalt,associated hardscapes, and site furnishings. 5. St pping and stockpiling topsoil. 6. emoving above-and below-grade site improvements. �4II,'` ,;7 P Disconnecting, capping or sealing,and removing site utilities, abandoning she utilities in place. 8. Temporary erosion and sedimentation control. B. Related Requirements: C. Related Requirements: 1. Section 01500"Temporary Facilities and Controls" 1.3 DEFINITIONS A. Subsoil: Soil beneath the level of subgrade; soil beneath the topsoil layers of a naturally occurring soil profile,typified by less than 1 percent organic matter and few soil organisms. B. Surface Soil: Soil that is present at the top layer of the existing soil profile. In undisturbed areas, surface soil is typically called "topsoil," but in disturbed areas such as urban environments, the surface soil can be subsoil. C. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing in- place surface soil;the zone where plant roots grow. D. Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction and indicated on Drawings. E. Vegetation: Trees,shrubs,groundcovers,grass,and other plants. SITE CLEARING 311000- 1 L4 MATERIAL OWNERSHIP A. Except for materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.5 FIELD CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. The existing building and Park shall remain in operation during construction. 2. Provide alternate routes around closed or obstructed trafficways if required by Owner or authorities having jurisdiction. B. Improvements on Adjoining Property: Authority for performing site clearing indicated on property adjoining Owner's property will be obtained by Owner before award of Contract. 1. Do not proceed with work on adjoining property until directed by Architect. C. Utility Locator Service:Notify Call Before You Dig for area where Project is located before site clearing. D. Do not commence site clearing operations until temporary erosion- and sedimentation-control measures are in place. E. Soil Stripping,Handling,and Stockpiling:Perform only when the soil is dry or slightly moist. PART 2- PRODUCTS 2.1 MATERIALS PART 3 -EXECUTION 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Verify that trees, shrubs, and other vegetation to remain or to be relocated have been flagged and protected. C. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition,as acceptable to Owner. SITE CLEARING 311000-2 3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to erosion- and sedimentation-control Drawings and per the Transfer of Coverage letter from the City of Federal Way. B. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones. C. Inspect, maintain, and repair erosion- and sedimentation-control measures during construction until permanent vegetation has been established. D. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during removal. 3.3 EXISTING UTILITIES A. Locate, identify, disconnect, and seal or cap utilities indicated to be removed or abandoned in place. B. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others, unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Architect not less than six days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Architect's written permission. C. Excavate for and remove underground utilities indicated to be removed. 3.4 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction. 1. Do not remove trees,shrubs,and other vegetation indicated to remain or to be relocated. 3.5 SITE IMPROVEMENTS A. Remove existing above- and below-grade improvements as indicated and necessary to facilitate new construction. B. Remove slabs,paving, curbs,glitters,and aggregate base as indicated. 1. Unless existing full-depth joints coincide with line of demolition, neatly saw-cut along line of existing pavement to remain before removing adjacent existing pavement. Saw-cut faces vertically. SITE CLEARING 311000-3 2. Paint cut ends of steel reinforcement in concrete to remain with two coats of antirust coating, following coating manufacturer's written instructions. Keep paint off surfaces that will remain exposed. 3.6 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris,and legally dispose of them off Owner's property. B. Burning tree,shrub,and other vegetation waste is not permitted. C. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials, and transport them to recycling facilities. Do not interfere with other Project work. END OF SECTION 311000 SITE CLEARING 311000 -4 SECTION 311100 TRENCH SAFETY PART 1 —GENERAL 1.1 RELATED DOCUMENTS A. SUMMARY This section specifies requirements for the safety systems to be used in all excavation activities, including but not limited to storm, water, sewer and electrical trench and structure excavation, and excavation for grading. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. B. RELATED SECTIONS Division 33, Site Utilities. 1.2 REFERENCES RCW. Chapter 49.17 WISHA. WAC 296-155 Safety Standards for Construction Work. WAC 296-155-660. RCW Chapter 39.04.180 Public Works/Trench Excavations-Safety Systems Required. 1.3 DEFINITIONS All construction work shall be performed in accordance with 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 items in the Standard Specifications relating to payment, change orders claims,time and the like are not applicable to this contract. PART 2-PRODUCTS -Not Used PART 3 -EXECUTION 3.1 EXCAVATION SAFETY SYSTEMS A. Protect all excavation in excess of 4 feet in depth with a safety system conforming to the referenced requirements. B. The Contractor's excavation safety system shall be designed by a qualified person and meet the referenced requirements. C. All excavation not requiring trench safety systems shall also meet the WISHA safety standards and the requirements of Division 31 and 33. D. The Contractor is solely responsible for all safety plans, methods, materials and processes. END OF SECTION 311100- 1 Trench Safety SECTION 312000 EARTHWORK PART I -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. Installation of erosion control measures. 2. Excavation, Filling Grading and Compaction. 3. Restoring subgrades for slabs-on-grade, walks, pavements, lawns, and plantings. B. Related Sections include the following: 1. Division 31 Section "Trench Safety"for Trench Safety during construction. 2. Division 33 Section "Site Utilities" for utilities&trenching,bedding&backfill. 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. Earthwork 312000 - 1 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: 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. 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 SUBMITTALS A. Material Test Reports: From a qualified testing agency indicating and interpreting test results for compliance of the following with requirements indicated: 1. Classification according to ASTM D 2487 of each on-site or borrow soil material proposed for fill and backfill. 2. Laboratory compaction curve according to ASTM D 1557 for each on-site or borrow soil material proposed for fill and backfill. Earthwork 312000-2 1.5 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. 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. E. Erosion Control Measures: Contractor shall review the "Transfer of Coverage" letter from the City. Contractor shall install erosion control measures as indicated on the drawings and as necessary to maintain soil from eroding on site and as necessary to prevent runoff to adjacent properties and streets. Contractor shall take measures to prevent silting or clogging of existing catch basins and drainage system. The Contractor shall be responsible for the cleaning up of adjacent properties, streets, catch basins, or storm drainage systems that are adversely impacted by runoff resulting from his construction activities on the site and removal of such. F. 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. Earthwork 312000 -3 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. D. Backfill and Fill: Satisfactory soil materials. E. Subbase: In compliance with 9-03.10 of the Standard Specifications or as indicated on the drawings. F. Base: In compliance with 9-03.9(3) of the Standard Specifications or as indicated on the drawings. G. Engineered Fill: In compliance with 9-03.14(1)of the Standard Specifications. H. Bedding: In compliance with 9-03.12(3)of the Standard Specifications. I. Crushed Stone: As indicated on the drawings. 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. 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. Earthwork 312000-4 2. Install a dewatering system to keep subgrades dry and convey ground water away from excavations. Maintain until dewatering is no longer required. DO NOT ALLOW DEWATERING EFFORTS TO ENTER INTO CREEK. If necessary,provide baker tank for temporary storage at no additional cost. 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 EXCAVATION FOR UTILITY TRENCHES (See division 33 Site Utilities) 3.5 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. Proof roll subgrade in the presence of the Owner's representative with heavy pneumatic-tired equipment to identify soft pockets and areas of excess yielding. Do not proof roll wet or saturated subgrades. D. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Architect. 3.6 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. 3.7 BACKFILL A. Place and compact backfi ll in excavations promptly, but not before completing the following: 1. Inspecting and testing underground utilities. Earthwork 3 12000 -5 2. Removing concrete formwork. 3. Removing trash and debris. 4. Removing temporary shoring and bracing, and sheeting. 5. As built and photo documentation of the installed rain and footing drain lines. 3.8 UTILITY TRENCH BACKFILL(see Division 33, Site Utilities) 3.9 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. 3.10 COMPACTION OF BACKFILLS AND FILLS A. Place backfill and fill materials in layers not more than 8 to 10 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand-operated tampers. B. Place backfill and fill materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. C. Compact soil to not less than the following percentages of maximum dry unit weight according to ASTM D 1557: 1. Under structures, building slabs, steps, walks, and pavements, scarify and recompact top 12 inches (300 mm) of existing subgrade and each layer of backfill or fill material at 95 percent. 2. Under lawn or unpaved areas, scarify and recompact top 6 inches (150 mm) below subgrade and compact each layer of backfill or fill material at 85 percent. 3.11 GRADING A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. existing Provide a smooth transition between adjacent d�acen texi st ng grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. Earthwork 312000-6 B. Site Grading: Slope grades to direct water away from building pad and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus l inch(25 mm). 2. Walks: Plus or minus 1 inch(25 mm). 3. Pavements: Plus or minus 1/2 inch(13 mm). C. Grading inside Building Lines: Finish subgrade to a tolerance of 1/2 inch(13 mm)when tested with a 10-foot(3-m) straightedge. 3.12 SUBSURFACE DRAINAGE A. Drainage Piping: Drainage pipe is specified in Division 33 Section "Site Utilities." 3.13 SUBBASE AND BASE COURSES A. Under pavements and walks, place subbase course on prepared subgrade and as follows: 1. Place 6"thick base course material over subbase. 2. Compact subbase and base courses at optimum moisture content to required grades,lines, cross sections, and thickness to not less than 95 percent of maximum dry unit weight according to ASTM D 1557. 3. Shape subbase and base to required crown elevations and cross-slope grades. 4. When thickness of compacted subbase or base course is 6 inches(150 mm) or less,place materials in a single layer. 3.14 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. 3.15 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. Earthwork 312000-7 • 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. I. 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. 3.16 TIMING AND DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Timing and Disposal: All of the existing material not reusable on the site 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 Earthwork 312000-8 SECTION 328400 IRRIGATION SYSTEM PART 1—GENERAL 1.01 GENERAL REQUIREMENTS A. All local, Municipal State and Federal Laws governing or relating to any portion of this work are hereby incorporated into and made a part of these Specifications and shall be carried out by the Contractor. 1.02 DESCRIPTION OF WORK A. This "Bidder Designed" irrigation system shall be constructed using the sprinklers, valves, piping, fittings, etc. as generally indicated on the irrigation layout Drawings and as called for in these Specifications for a complete and fully functioning system. The system shall be constructed to grades and conform to areas and locations as shown on the Drawings. B. Irrigation system to be installed shall be connected to the existing meter. Contractor shall include location of existing system, connections all new equipment and system shown on the drawings and shall include all costs in their bid. C. Contractor shall provide design to the pipe size and valve size to the zones indicated on the drawings. Contractor shall submit these sizing drawings as shop drawings with the submittal package. D. Irrigation drawings included is for design intent of zone types,valve location,and approximate zones. Contractor is responsible to final head location and layout to accommodate the included for information landscape plan. Heads,nozzles(head to head coverage of landscape shrub beds/lawn areas/large grass open lawn areas),pipes,booster pump in stainless lockable case,power connection, pedestal mount battery controlled clock,two wire system and all components shall be final installer design build. E. Whenever an item is referred to within the Documents or shown on the plans,the Contractor shall supply all the items necessary to make the installation complete. 1.03 RELATED SECTIONS A. Section 329219—Seeding B. Section 329113—Soil Preparation 1.04 RELATED DOCUMENTS(References and Standards) A. Drawings and general provisions of the Contract, including Supplementary Documents, Installation Notes, Details and Specifications sections apply to work specified in this section. 1.05 CONTRACTOR QUALIFICATION REQUIREMENTS IRRIGATION 328400- I A. The Contractor must have previous experience in landscape-sprinkler installation. All electric work must conform to current State laws and building codes. 1.06 DELEGATED DESIGN A. Delegated Design: Engage a qualified Irrigation Designer, to design the irrigation system as generally indicated on the irrigation layout drawings as required for a complete and operating system. B. Submit completed design with the submittals package for the project. • L07 JOB CONDITIONS A. Visit the site of work and carefully examine and acquaint himself with all portions of the Drawings and Specifications. B. Fully inform themselves of existing conditions and limitations of the project, including the existing meters and valving for attachments. All costs for connection to the existing system shall be included in this bidder designed irrigation system. 1.08 SUBMITTALS A. Completed irrigation system design/pipe size/valve sizing/booster pump sizing. B. Sample pipe for mainline and lateral lines C. Sample swing joint D. Technical cut sheets on all components, glue, pipe fittings, valve boxes and required items for the installation. E. Test results for backflow prevention double check device. F. Written 1 year warranty for irrigation system. 1.09 QUALITY ASSURANCE(Tests and Inspection Requirements). A. Contractor shall pay for and have the double check device tested per WA State Department of Health Standards. Results are to be provided to the Landscape Architect. B. Contractor shall pressure test irrigation system as per part 3.10 of this section 02720. 1.10 DELIVERY, STORAGE, AND PROTECTION A. The Contractor shall maintain adequate protection of all his work from damage and shall protect the Owner's and adjacent property from injury or loss arising from this Contract. B. The Contractor will need to reference Owners As-Built plan for locations of all existing electrical lighting, water, and storm drain lines. All work shall be conducted so as to IRRIGATION 328400-2 prevent interruption of service or damage to them. The Contractor's responsibility to coordinate with Owner. 1.11 WARRANTY A. It shall be the Contractor's responsibility to insure and guarantee complete coverage of the areas shown on the Drawings to be irrigated. Contractor shall also guarantee the satisfactory operation of the entire system in every detail for a period of one year from the date of final acceptance. All system repairs, replacement, and adjustments shall be at the Contractor's expense during the warranty guarantee period. B. The Contractor to furnish two service manuals upon completion of the project. The Owner shall review each manual for approval. The manuals shall be a hard-cover 3-ring binder with the project name printed on the cover. Each manual shall contain manufacturer's information, the local supply source, including the address and phone number, parts break down sheets for each item used, operation instructions, maintenance instructions, warranty certificates, all the required operating information including the winterization and start-up procedures. The Contractor shall include name,address,phone number inside the manual. C. The Contractor shall procure from the Landscape Architect an electronic copy of the irrigation system and mark on them the exact "as-built" arrangement of all piping, sprinkler head,remote control valves,controller locations, and low voltage wire routing. D. This Drawing shall be to scale and shall be titled "As-Built" Drawings, with installer's name, address, phone number and date installed. The Drawing shall contain a legend listing all equipment and components installed, including a symbol for each item, manufacturer, model numbers and description of equipment component. After final inspection and prior to final payment, the transparency shall be delivered to the Owner. Any changes made shall have the approval of the Owner prior to being changed. Affix a non-fading copy of irrigation plan within the controller on the door. The plan sheet is to be reduced in size and seal laminated in a 10 mill plastic covering. PART 2—PRODUCTS 2.01 MATERIALS A. All materials to be incorporated in this irrigation system shall be new and without flaws or defects and of quality and performance as specified herein. All material overages at the completion of the installation are the property of the Contractor and are to be removed from the site. 2.02 WATER METER A. Existing meter is to be used. IRRIGATION 328400-3 2.03 DOUBLE CHECK A. Existing l"to be used 2.04 BOOSTER PUMP A. Booster pump will be installed on this project and provide enough pressure to increase static pressure from 40psi to 70psi at 100gpm B. Booster pump shall be installed above ground in a stainless steel lockable cabinet. C. Include power connection as part of this bid and installation 2.05 PIPE AND FITTINGS—GENERAL A. All pipes on project shall be new and manufactured as standard weight for its class, and of virgin components. All pipes shall be continuously and permanently marked with the manufacturer's name or trademark, size, schedule, type, working pressure. All pipe to be National Sanitation Foundation(NSF)approved. All piping to be installed with markings showing on top. 2.06 GALVANIZED STEEL PIPE AND FITTING A. No galvanized pipe shall be used. 2.07 PVC PIPE A. All plastic pipes shall be new and suitable for solvent weld joints. Pipe shall be homogenous throughout and free from visible cracks, holes, foreign materials, blisters, deleterious wrinkles and dents. Pipe shall be handled with care as specified by manufacturer, both from its truck unloading through to backfill completion. All pipe shall conform to ASTM D1784, D1785, or D2241 and be listed by NFS and IAPMO. Pipe schedules shall be specified on drawings or within the specifications. 1. Fittings shall be specifically made for the type of pipe used. All plastic fittings shall be Schedule 40/80 Polyvinyl Chloride(PVC). 2. Plastic Pipe and Fittings shall be joined with a solvent cement and primer as per the manufacturer's specifications. Contractor is to allow for the expansion and contraction of piping, as recommended by the manufacturer. For connections of plastic to metal use threaded male adapters. Turn adapter hand tight plus one turn with a strap wrench. Use Teflon tape to seal all threaded joints. 3. Polyvinyl Chloride primer shall be applied to all fitting connections prior to solvent welding pipe and fittings. 2.08 MAIN LINE PIPING A. The Irrigation supply main pipe shall meet ASTM D2241 specifications for PVC 1220- SCH-40. PVC Schedule 40 fittings shall be used. 2.09 LATERAL PIPING IRRIGATION 328400-4 A. Lateral pipe shall meet ASTM D2241 specifications for PVC class 200 pipe. 2.10 PIPE SLEEVING A. 2 times pipe size B. Install mainlines 24" below grade. Provide sand to 12" below grade and ID (caution) tape. C. Provide washed sand. 2.11 SPRINKLER HEADS A. Rain Bird 5000 for lawn areas B. Rain Bird 1800 PRS pop-ups for smaller landscape shub beds. Provide head to head coverage of all landscape beds, as indicated in landscape plan. C. Provide head to head coverage for all areas to account for landscape tree planting plan 2.12 ROTARY SWING JOINTS A. Rain Bird factory 0 ring Swing Joint 2.13 AUTOMATIC CONTROL VALVES A. Hunter ICU Valves with 2 wire decoders B. Valves shall be installed with double unions,one on each side of valve for maintenance 2.14 CONTROL VALVE BOXES A. Carson Armor valve boxes shall be utilized. B. Model shall be standard irrigation box, locks required. 2.15 MANUAL DRAIN VALVES A. Enclose in 2"galvanized steel or schedule 40 PVC pipe with locking cap. B. Provide gavel sump dry well of two(2)cubic feet, 12"diameter by 2'-0"deep gravel. 2.16 AUTOMATIC DRAIN VALVES A. N/A 2.17 QUICK COUPLING VALVES A. Two piece valve, heavy-duty brass construction with stainless steel internal valve spring and locking rubber cover. B. Quick couplers shall be 1"brass by Rain Bird IRRIGATION 328400-5 2.18 MASTER VALVES A. Baseline Netafim Hydrometer master valve shall be installed. 2.19 CONTROL WIRING A. 14 gauge 2 wire control system 2.20 MISCELLANEOUS EQUIPMENT AND COMPONENTS A. Miscellaneous equipment and components not specified or indicated on Drawings, but normally included in the work performed shall be furnished and installed by the Contractor. 2.21 CONTROLLER A. Base Station 1000 by Base Line Controller with decoder technology B. BL-5201 Station Decoder C. BL-5308 Flow Sensor D. BL-5201 Pump Relay Switch E. BL-LA01(2)Lightening Arrestors F. Base Line Soil Moisture Sensor(2)one installed in the lawn and one in the landscape bed areas 2.22 TRENCH BACKFILL A. All irrigation trenches shall be backfilled with sand. B. Sand shall be clean,washed sand. PART 3—EXECUTION 3.01 EXCAVATION/TRENCHING A. Excavation shall be open vertical construction sufficiently wide to provide free working space around the work installed and to provide ample space for backfilling and tamping. Trenche s for pi e shall be cut to required grade lines, and to provide an accurate grade and uniform bearing for the full length of the line. B. The Contractor shall be responsible to coordinate with the Owner for the exact locations of all control valves and required sleeving. The Contractor shall repair any field drain lines damaged during trenching. The Contractor shall be required to dispose of all construction debris and excavated material off site. 3.02 PVC PLASTIC PIPE LINES IRRIGATION 328400-6 A. Plastic pipe lines PVC pipe, indicated herein, shall be installed for all pressure supply lines including quick coupling valves. Plastic pipe shall be installed in a manner so as to provide for expansion and contraction as recommended by the manufacturer. Plastic pipe shall be cut with a handsaw or hacksaw in a manner so as to ensure square ends. Burrs at cut ends shall be removed prior to installation so that a smooth, unobstructed flow will be obtained. 3.03 PVC SOLVENT WELD JOINTS A. For solvent weld joints the Contractor shall use only the solvent primer, cement and connection fittings as recommended by the manufacturer. The fittings or pipe shall be thoroughly cleaned of dirt and moisture prior to applying primer and solvent cement. B. The Contractor shall provide the correct curing time required by the manufacturer prior to pressure testing. Any failed joints will be replaced by the Contractor at no cost to the Owner. 3.04 PIPE CONDITIONS A. The Contractor is cautioned to exercise care when handling, loading, unloading, and storing PVC plastic pipe and fittings. All plastic pipe will be transported in a vehicle with bed long enough to allow the length of pipe to lay flat so as not to be subject to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded until said section of pipe is cut out and rejoined with a coupling or fitting. All foreign matter or dirt shall be removed from the inside of the pipe before it is lowered into the trench, and it shall be kept clean by approved means during and after laying of the pipe. 3.05 MAIN LINE PIPING A. Main line piping shall be installed with 24" cover and shall have all rocks and debris removed from the trenches. Use sand for bedding all piping. Materials shall be free from organic matter. Backfill material shall be used to a depth of 3" below the pipe and to at least 3" above the pipe. Allow a 4" minimum separation between pipes laid in common trench. 3.06 BACKFILLING AND FLUSHING A. The procedure for backfilling shall be the same for trenches with pipe only, 24 volt wiring cable only, or both pipe and wiring cable running together. Because of the expansion and contraction of the plastic pipe, backfilling shall be done in the cool part of the day. All lumber, rubbish, and large rocks shall be removed from the trenches. Pipe shall have a firm, uniform bearing for the entire length of each pipeline to prevent uneven settlement. Wedging or blocking of pipe will not be permitted. After the pipe and/or conductor have been installed, prior to backfill and valve installation, the piping shall be flushed and again just before the pressure testing of the lines. After inspections the trenches shall be backfilled as per description under main line and lateral piping. Extreme care shall be exercised by the Contractor while backfilling. Any materials or equipment damaged or destroyed while backfilling shall be repaired or replaced by the Contractor as directed by the Owner, and the Contractor shall correct any subsequent settlement of trenches, to the satisfaction of, and at no cost to the Owner. After the IRRIGATION 328400-7 trenches have been backfilled, all lateral piping shall be flushed prior to installing the sprinkler heads. 3.07 TESTING A. The irrigation main line shall be hydro-statically tested by the Contractor and proven tight under a pressure of 150 PSI with a maximum loss of 5 PSI within 30 minutes. If the system is tested in sections, the connection to the previously tested section shall be included. These tests shall be passed before backfill of any nature is to be placed over the piping, except for that which is required to hold the pipe in place, and such will not be permitted to hide or conceal any joint or fitting. Defective material shall be eliminated by the Contractor at his expense. B. To be valid, all final hydrostatic tests must be done within the presence of the Owner. Requests for final testing review must be submitted at least 48 hours prior to anticipated testing. Do not request a final test until the pre-test is successfully completed. C. Furnish a pressure gage mounted on test pump assembly for review of the Owner. Gage must be certified as correct by the Manufacturer. D. Pressure Testing Preparation shall require the items listed below be completed prior to the final testing. 1. Install all piping and valves on main line. 2. Fill lines with water and purge all air from piping. 3. Isolate system from water source. 4. Using test pump,pre-test system. 3.08 COVERING OF UNINSPECTED WORK A. The Contractor shall not permit, allow or cause any of the work installed under this Specification to be covered before it has been inspected, tested, and approved by the General contractor. Should any of the work be covered before it has been approved, the Contractor shall, at his own expense,uncover the work. 3.09 RESTORATION A. Restore to original condition all paving and landscape areas affected by sleeving and trenching operations. Pavement, sub-base and compaction materials shall meet or exceed original conditions and specifications. B. Overseed trenches in all lawn areas with 3 way Rye as per section 32.92.19. 3.10 CLEAN-UP A. All paved areas shall be clean of topsoil and any other debris related to the installation of the irrigation system on a daily basis. No topsoil or other materials shall be placed or stored on any gravel surface. IRRIGATION 328400-8 3.11 FINAL INSPECTION A. The following work must be completed 48 hours prior to the request for the final inspection. The Contractor shall complete all work as directed, including balances and adjustments. Clean out all sediment from valve boxes so that the gravel level is below the bottom of all equipment and all wiring is visible. Complete Service Manuals and As- Built Drawing. Obtain all tools for delivery to the Owner. 3.12 FINAL ACCEPTANCE A. The project will be processed for Final Acceptance following completion of the following items. 1. Correct all punch list items. 2. Review As-Built Drawing and Service Manuals with the general contractor and government. 3. Conduct a training and orientation session for the Owner, covering the operation and maintenance of the system. (Notify Owner in writing two weeks prior to session) Date and time shall be subject to approval of the Owner. 4. All other submittals and information completed as required by the General Provisions. 3.13 TOOLS A. The Contractor shall furnish the following tools for the Owner's use as part of the contract: 1. Two operating keys for each style valve box. 2. Two operation keys for brass quick couplers END OF SECTION IRRIGATION 328400-9 SECTION 329213 TOPSOIL PART 1 —GENERAL 1.01 GENERAL REQUIREMENTS A. Conform to the General Conditions, Supplementary Conditions,and Division 1. 1.02 DESCRIPTION OF WORK A. Topsoil placement shall occur on all areas indicated to be seeded or planted with landscaping. B. Furnish all material,labor,services and related items required to complete work indicated on Drawings and specified herein. . C. Contractor shall properly prepare topsoil areas for all lawn and landscape areas. 1.03 RELATED SECTIONS A. Section 329219 Seeding B. Section 328400 Irrigation 1.04 JOB CONDITIONS A. Existing conditions on the jobsite include a rough graded subgrade,and new hardscape areas for the park. B. Contractor shall notify the Landscape Architect of any and all discrepancies in the plans and conditions of soil as found on the job site. C. Contractor shall notify the Landscape Architect of any P oor soils found on the project site. 1.05 SUBMITTALS A. Guaranteed analysis of soil organic matter. B. Topsoil specification mix C. Sieve analysis 1.06 QUALITY ASSURANCE(Tests and Inspection Requirements) A. Topsoil testing analysis shall have occurred within the past 30 days prior submittal and delivery to the project site. 1.07 DELIVERY, STORAGE,AND PROTECTION TOPSOIL 329213- 1 A. Topsoil shall be delivered and spread as it arrives on site. Contactor shall not create large stockpiles on site. B. Topsoil that is stockpiled on site shall be covered with erosion control measures to keep erosion from occurring. 1.08 FIELD VERIFICATION 1.09 WARRANTY A. The guarantee of all seeded areas under this Contract shall be for one full year from the completion date of final acceptance. Although not responsible for maintenance,the Contractor should, for his own interest,assure himself that minimum care is being given to the seeded areas,as he is liable for its health during the guarantee period. At the conclusion of the guarantee period,the Landscape Architect will make another inspection to determine the condition of the turf. All areas of turf not in a healthy growing condition,as determined by the Landscape Architect,shall be reseeded with seed as originally planted. Such replacement shall be made in the same manner as specified from the original plantings,and at no extra cost to the Owner. The guarantee on turf shall be limited to one replacement. The Contractor is not responsible for vandalism after final acceptance. PART 2—PRODUCTS 2.01 TOPSOIL A. Landscape shrub bed topsoil shall be a three way blended topsoil consisting of sand, loam, &organics. This material shall be free of construction debris,large woody components over 1" in length,and shall contain no rocks larger than 'A"dia size within the topsoil. B. Subgrade of bed areas shall be amended with 2"of organic compost,and tilled or scarified to a depth of 4"-6"depth prior to topsoil placement. C. Lawn areas shall receive a 60%washed sand and 40%composted organic blended topsoil for all lawn areas of the project. D. Submit 5 lbs sample bags of all proposed topsoil mixtures All subgrade areas to receive topsoil,lawn and bed areas, shall be static rolled only,no vibratory compaction allowed. Subgrades to be inspected by Landscape Architect prior to soil placement. 2.02 DECOMPOSED ORGANIC AMENDMENT A. The Decomposed Organic Amendment component shall consist of composted yard debris or organic waste material, and shall consist of 100%recycled materials. In addition,the organic material shall have the following physical characteristics: TOPSOIL 329213-2 B. Shall have maximum carbon to nitrogen ration of 40:1. If C/N ratio is greater than 40:1, a lab recommended rate of Nitroform(38-0-0), be followed at the time of soil preparation. C. Shall be certified by the Process to Further Reduce Pathogens(PFRP)guideline for hot composting as established by the United States Environmental Protection Agency. D. Shall be fully mature and stable before usage. E. Shall be screened using a sieve no finer than '/4-inch and no greater than '/-inch. F. Shall be certified by a Process to Reduce Pathogens(PFRP)guidelines for composting as established by the United States Environmental Agency. G. The lanw soil mix shall have a Saturation Extract Conductivity of less than 4.0 dS/m @ 25 degrees C. as determined in a saturation extract. Use the following table to determine the maximum allowable ECe(dS/m of saturation extract)of compost at the desired use rate. H. The pH range shall be from 5.5 to 7.5. I. The Sodium Adsorption Ratio shall be less than 6.0. J. The Saturation Extract Concentration of Boron shall be less than I.Oppm. K. The Water Percolation/infiltration Rate of the disturbed soil sample shall be a minimum of 0.4 inches per hour. L. The Soil Structure shall be loose,friable,and not subject to consolidation or compaction. M. The soil mix shall contain less than 100 plant parasitic nematodes per 100 cc of soil. N. The soil mix shall be relatively free of soil-borne plant pathogens. O. Minimal weed seed shall be present,based on germination testing of a representative sample. P. Non-soil components shall be less than 1%by volume(i.e.plastic,sticks,glass,etc.). Q. The Final Lawn Soil Mix shall contain sufficient quantities of available nitrogen, phosphorus,potassium,calcium,magnesium, sulfate,copper,zinc, manganese, iron,and boron to support normal plant growth. In the event of nutrient inadequacies, provisions shall be made to add required materials prior to planting R. The Contractor shall submit soil analysis results from soils testing laboratory to the Engineer. Indicate source and obtain the Engineer's approval before hauling to site(an analysis test of a 5 pound bag sample is required). S. Acceptable Sources or Approved Equal 1. Cedar Grove Composting, Maple Valley, WA TOPSOIL 329213 -3 2. Loyds. Federal Way, WA 3. Pacific Topsoils, Kent, WA PART 3—EXECUTION 3.01 SUBGRADE PREPARATION A. Scarify or till landscape beds and open lawn areas 4"to 6"depth. Static roll only after scarify or tilling,do not vibrate compact landscape subgrade areas. B. All subgrades shall be established and inspected prior to importation of soil C. Subgrade shall be 12"below finish grade for all open lawn areas. D. Subgrade shall be 18"below finish grade for all topsoil landscape shrub bed areas. 3.02 FINISH GRADING A. All topsoil shall be finish grade of 1" below the top of all sidewalks and hardscape surface areas prior to seeding B. All topsoil shall be placed and moved with clean equipment in a manner so as to not contaminate imported topsoil. 3.03 DEPTH OF TOPSOIL A. All lawn areas shall receive a 12"placed,compacted depth of topsoil prior to all seeding. B. All landscape shrub bed areas shall receive a minimum of 18"depth of topsoil. See landscape details for all slopes, and or planting areas. 3.04 CLEAN UP A. Contractor shall clean up all areas where topsoil has been placed and or contaminated asphalt parking,concrete sidewalks,or other areas of the park for construction. B. All soil and debris tracked onto street shall be cleaned and removed on a daily basis to control runoff and turbidity from entering the storm water system stem during periods of precipitation. END OF SECTION TOPSOIL 329213-4 SECTION 329219 SEEDING PART 1 —GENERAL 1.01 GENERAL REQUIREMENTS A. Conform to the General Conditions, Supplementary Conditions, and Division 1. 1.02 DESCRIPTION OF WORK A. Hydroseeding and brillion drill seeding shall occur on all disturbed areas as from grading, materials storage and construction and as identified on the Drawings. B. Furnish all material,labor,services and related items required to complete work indicated on Drawings and specified herein. The items of work to be performed shall include but may not be limited to the following; hydroseed preparation, Hydroseeding, and clean from work associated with the Hydroseeding application. 1.03 RELATED SECTIONS A. Section 328400-Irrigation B. Section 329113—Soil Preparation 1.04 JOB CONDITIONS A. Contractor shall familiar themselves with the existing conditions and site. B. Any damage done to existing structures and conditions shall be repaired at no cost to the owner. 1.05 SUBMITTALS A. Guaranteed analysis of seed mix. B. Guaranteed analysis of fertilizer. C. Guaranteed analysis of soil stabilizer. D. Contractor shall provide all seed tags after installation. 1.06 DELIVERY, STORAGE,AND PROTECTION A. Seed materials shall be delivered in conjunction with the work to occur. B. Materials delivered more than 24 hours prior to Hydroseeding/seeding of site shall be stored in a dry container. C. Any materials that become wet, such as seed or fertilizer, prior to mixing for Hydroseeding or brillion drill seeding shall be replaced at the contractor's expense. SEEDING 329219- 1 1.07 WARRANTY A. The guarantee of all seeded areas under this Contract shall be for one full year from the completion date of final acceptance. Although not responsible for maintenance, the Contractor should, for his own interest, assure himself that minimum care is being given to the seeded areas, as he is liable for its health during the guarantee period. At the conclusion of the guarantee period,the Landscape Architect will make another inspection to determine the condition of the turf. All areas of turf not in a healthy growing condition, as determined by the Landscape Architect, shall be reseeded with seed as originally planted. Such replacement shall be made in the same manner as specified from the original plantings, and at no extra cost to the Owner. The guarantee on turf shall be limited to one replacement. The Contractor is not responsible for vandalism after final acceptance. PART 2—PRODUCTS 2.01 SEED MIX A. 3 way perennial rye grass. B. Apply at the rate of 8 pounds per 1000 sq ft. C. Mix shall be provided by Ewing, Wilbur-Ellis, or as approved equal. 2.02 FERTILIZER A. Commercial fertilization mix 10-20-20 applied at the rate of 430 pounds per acre. 2.03 WATER A. Water shall be free from oil, acid, alkali, salt and other substances harmful to growth of grass,and shall be from a source approved prior to use. PART 3—EXECUTION 3.01 PLANTING SEASON A. Seeding shall be completed by September 30, 2015,with a 5 day exemption if allowed by the Owner. Contractor shall make time extension request by Sept 15. Actual planting shall be performed only when weather and soil conditions are suitable and in accordance with locally accepted practice. Seeding shall not be attempted when wind velocities would prevent uniform application or when winds would drift the material outside the areas to be seeded. 3.02 FINISH GRADING A. Finish grade shall match and be 1" below top of all hardscape sidewalks and paved areas prior to installation of sod and or hydroseed mixtures. SEEDING 329219-2 B. Finished grade shall be free of all rocks and debris. C. All areas must be graded smoothly prior to seeding, free of tire marks, ruts, swales and ridges. 3.03 SEEDING A. Seed shall be spread with a brillion drill seeder or hydroseeding at the specified rates. Contractor shall seed in two directions to assure coverage of all soil areas. B. Any seed, fertilizer or products associated with seeding shall be cleaned from all adjacent surfaces,P lay areas,and construction access locations. C. Provide all seed tags from bags to landscape architect after installation. 3.04 RESEEDING A. Any areas which are bald after the first 30 days shall be replanted as specified by the Contractor at no additional cost to the Owner,during the time frame specified herein. 3.05 IRRIGATION CLOCK ADJUSTMENT A. Contractor shall adjust irrigation clock to provide proper soil moisture for the germination and growth of the grass seed. B. Contractor to adjust clock as growth occurs and grass establishment period is complete. 3.06 CLEAN UP A. Seeding operator shall remove all seed mulch in its entirety from adjoining paving, structures and plants. B. All seeding and sod equipment shall be removed and cleaned off site. Dispose of any and all debris,residual and materials from clean up off site. C. All debris and materials for the installation of sod and seeding shall be removed from the job site at the contractor's expense. END OF SECTION SEEDING 329219-3 SECTION 334100 SITE UTILITIES PART 1 -GENERAL 1.1 General: A. Related Documents: The General Conditions and the Supplementary Conditions shall apply to the work specified in this Section. B. Description of Work: The work of this Section shall include all labor,materials and equipment required to complete the Site Utilities work as shown on the Drawings and as specified herein. C. Work Included: The work of this Section shall include, but is not limited to the following: 1. Trenching, bedding and backfi lling for roof and footing drains and storm; 2. Storm system drain lines, catch basins, grates and frames; 3. Roof Drain lines,footing drain lines for future restroom building; 4. Branch Electrical conduits and handholes, installed by licensed electrical contractor. D. Quality Assurance: 1. Specifications: References in these Specifications to the"Standard Specifications" shall mean the current Standard Specifications for Roads, Bridge, and Municipal Construction, 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. E. Submittals: Submit four(4)copies of manufacturer's data on all required piping and conduit materials prior to start of construction. PART 2-PRODUCTS 2.1 General: A. All materials shall be delivered in sound condition. Care should be taken to protect any exterior coatings and linings during all phases of the work. Place no material of any kind inside any piece of pipe or fitting during handling, storage or transit. Materials shall be stored in a protected area. B. Any damaged item shall be repaired, as directed, if in the opinion of the Architect can be made; otherwise,the damaged section shall be replaced at the expense of the Contractor. Site Utilities 334100-1 C. All conduit systems shall be constructed from the materials shown and to the lines, grades and dimensions shown. Where not shown,the conduits shall be located to avoid interference with other features or utilities. D. Storm Drainage system: All methods and materials shall meet City Standards and the current"King County Surface Water Manual Design Manual", unless otherwise approved,and as indicated on the drawings. If in conflict,the City standards and requirements shall apply. 2.2 Materials: A. Trenching& Backfilling: 1. Bedding Material: Shall be clean sand/gravel mixture free from organic matter and conforming to Section 9-03.12(3)of the Standard Specifications. 2. Trench Backfill: a. Trench Backfill: Shall be naturally occurring or screened gravel, essentially free from various types of wood waste or other extraneous or objectionable materials conforming to Section 9-03.19 of the Standard Specifications. b. Material shall be obtained from required excavations or other Contractor furnished sources approved by the Architect. B. Storm Drainage system: Provide catch basins as shown on drawings. All piping to be as noted on the drawings or as allowed by the City of Federal Way,the King County Surface Water Manual,whichever is more stringent,or approved equal. C. Electrical: As indicated on the drawings. PART 3 -EXECUTION 3. 1 General: A. Coordination: Coordinate all utility installation and connections with appropriate utility companies and the City. Patching of street crossings,sidewalks,curbs and gutters, asphalt or concrete shall be in accordance with the Standard Specifications and City Standard Plans. B. All utility conduit or piping and fittings shall be installed in strict accordance with manufacturer's recommendations,the drawings,these specifications,and in the best commercial trade practice. Any special tools required for laying,jointing, cutting,etc., shall be supplied and properly used. All pipe or conduit shall be thoroughly cleaned before laying and shall be kept clean until accepted in the completed work and when laid, shall conform accurately to the lines and grades given. At all times during pipe or conduit laying operations,the trench shall be kept free of water. C. All electrical conduit and handholes shall be installed by a licensed electrician and in strict accordance with the NEC,the drawings,these specifications,and in the best commercial trade practice. Any special tools required for laying,jointing,cutting,etc., shall be supplied and properly used. All pipe or conduit shall be thoroughly cleaned before laying and shall be kept clean until accepted in the completed work and when laid, Site Utilities 334100-2 shall conform accurately to the lines and grades given. At all times during pipe or conduit laying operations,the trench shall be kept free of water. D. In case defects are revealed by inspection,the Contractor shall replace the defective pieces and shall bear the expense. E. Compaction: References in these specifications to specific percentage values for required compaction of soils are a percentage of the maximum dry density as defined and determined by the American Society of Testing and Materials(ASTM), Designation D- 1557. The Owner will engage the services of an approved testing laboratory to verify that the compaction density percentages specified herein have been achieved. 3.2 Trench Excavation: A. All trench excavation work shall be in strict accordance with Division 31,Earthwork and Trench Safety,and as follows. B. Excavate trenches to indicated gradients, lines, depths,and elevations. a. Beyond building perimeter, excavate trenches to allow installation of top of pipe below frost line of 18"if no other grades are indicated. b. Excavate trenches to uniform widths to provide a working clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches (300 mm)higher than top of pipe or conduit, unless otherwise indicated i. Clearance: 12 inches(300 mm)on each side of pipe or conduit. ( ) PP ii. Trench Bottoms: Excavate trenches 4 inches (100 mm) deeper than bottom of pipe elevation to allow for bedding course. Hand excavate for bell of pipe. Excavate trenches 6 inches (150 mm) deeper than elevation required in rock or other unyielding bearing material to allow for bedding course. 3.3 Trench Backfill: A. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells,joints, and barrels of pipes and for joints, fittings, and bodies of conduits. B. Backfill trenches excavated under footings and within 18 inches (450 mm) of bottom of footings;fill with concrete to elevation of bottom of footings. C. Provide 4-inch- (100-mm-) thick, concrete-base slab support for piping or conduit less than 30 inches (750 mm) below surface of roadways. After installing and testing, completely encase piping or conduit in a minimum of 4 inches (100 mm) of concrete before backfilling or placing roadway subbase. D. Place and compact initial backfill of subbase material, free of particles larger than 1 inch (25 mm),to a height of 12 inches(300 mm)over the utility pipe or conduit. Site Utilities 334100-3 1. Carefully compact material under pipe haunches and bring backfill evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of utility system. E. Coordinate backfilling with utilities testing. F. Fill voids with approved backfill materials while shoring and bracing, and as sheeting is removed. G. Place and compact final backfill of satisfactory soil material to final subgrade. H. Revise tape depths to suit office practice. I. Trenches shall not be backfilled until measurements have been made for the as-builts. 3.4 Site Restoration: Upon completion of all work the site shall be cleaned up and restored to a condition equal to or better than that existing prior to start. All debris shall be removed and disturbed earth shall be compacted. 3.5 As-Builts: Contractor shall provide one set of accurate red lined drawings indicating as-built condition of all of the work. Said as-builts shall be delivered to the City prior to 100%pay application. END OF SECTION Site Utilities 334100-4 SECTION 334616 LAWN UNDERDRAINS PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Conform to the General Conditions, Supplementary Conditions,and Division 1. 1.02 DESCRIPTION OF WORK A. The location and extent of the Lawn Drainage work is indicated on the Drawings. The work includes the requirements for furnishing and installing lawn drains,clean outs, and other lawn drainage related items,and connecting to the site storm drainage system. 1.03 RELATED SECTIONS A. Section 329213—Topsoil 1.04 RELATED DOCUMENTS(References and Standards) A. Standard Specifications for Road, Bridg e and Municipal Construction, Current version P (WSDOT and APWA). 1.05 JOB CONDITIONS A. Conditions: Contractor shall inspect the site to determine the extent and conditions under which the work is to be done. B. This is a newly constructed lawn and landscaping area. Contractor shall visit all sites to familiarize with access and for equipment access for drainage work. C. Execute all work in an orderly and careful manner with due consideration of surrounding areas. Periodically water as required to allay dust and dirt. Protect any adjacent property and improvements and all existing utilities from damage and replace any portions damaged through this operation at no additional cost to the Owner. D. Utilities: It shall be the Contractor's responsibility to avail himself of any information concerning existing utilities in this area in order to prevent damage to same. Any damage to utilities shall be the Contractor's full responsibility and shall be repaired or restored at no additional cost to the Owner. E. Should the existing utilities be encountered in the work,protect such utilities. 1.06 SUBMITTALS A. All submittals shall be submitted to the General Contractor and Landscape Architect after "notice to proceed". B. All applicable warranties. C. 12"segment of locator tape. LAWN UNDERDRAINS 334616- 1 D. Aggregate backfill Sample. E. 12"Section of drainage pipe(all sizes). F. Product cut sheets with perforation information on all pipe sizes. 1.07 QUALITY ASSURANCE(Tests and Inspection Requirements) A. Landscape Architect shall inspect and approve all subgrades prior to installation of any drainage. 1.08 DELIVERY, STORAGE AND PROTECTION A. Contractor shall protect all pipe,catch basins,and materials from weather and other construction materials. 1.09 WARRANTY A. Shall be 1 year from final acceptance; on all parts and workmanship. PART 2—PRODUCTS 2.01 CATCH BASINS AND AREA DRAINS A. Type I catch basins shall be from Shope Inc.,or approved equal with frame cast into 6" concrete and a solid lid and intrigal pour bottoms,or approved equal. Place as shown on drawings. Catch basin to be a minimum of 30"x34"x44"and shall be installed to meet or exceed WSDOT 2012 Standard Type 1 plan B-1. B. Area drains shall be from Shope Inc.,or approved equal with frame cast into area drain. 2.02 COLLECTOR DRAIN PIPE A. Shall be HDPE,N12,gasket pipe. B. Size as per drawings. C. Perforation shall be slot perforation,and.shall be pattern type B D. Perforations shall be approx. 3mm in width, and 22mm in length. E. Collector drain shall be bedded in pea gravel on all sides and base. 2.03 LAWN UNDERDRAIN PIPE A. Lawn underdrain pipe shall be perforated,corrugated,ADS 4" corrugated tubing in conformance with ASTM F 405 size as shown on Drawings as manufactured. B. Lawn drains shall be slot type, pattern B,and shall be approximately 3mm in width,and 22mm in length. C. Pipe shall be bedded in clean washed pea gravel. LAWN UNDERDRA INS 334616-2 2.04 CLEAN OUTS A. Clean out shall be installed with this project. 2.05 COLLECTOR PIPE(POLYVINYL CHLORIDE PIPE) A. HDPE N-12 2.06 LATERAL DRAIN LINE BACKFILL MATERIALS A. Shall be clean,washed pea gravel for all lateral lawn drain lines. 2.07 COLLECTOR DRAIN LINE BACKFILL MATERIALS A. Shall be clean,washed pea gravel for all lateral lawn drain lines 2.08 METALIC LOCATOR TAPE A. Shall be used on all cleanout and cap ends of underdrain pipes. Tape to be solid aluminum foil core laminated between 2 mil clear film layers. Tape to be green in color from Peo-line or approved equal. PART 3—EXECUTION 3.01 EARTHWORK A. All soils to be removed from site prior to installation of drains. Contact Landscape Architect for inspection of all drain excavation prior to installation of any pipe. 3.02 INSTALLATION A. All materials and installation shall conform to the current edition of the Standard Specifications for road, Bridge and Municipal Construction(WSDOT and APWA), except where indicated. B. Catch Basins 1. Shall be installed per drawings and WSDOT Standard Specifications. 2. Catch basins shall be installed below the finished grade and shall have finish grade of grates C. Inspection and Testing 1. The Contractor,prior to commencement of construction, shall coordinate a meeting with the Landscape Architect to set up a schedule for inspection. At this meeting,requirements will be established by the Landscape Architect for his,the County and the Owner's requirements for inspection. Landscape Architect to inspect all piping prior to coverage to inspect slope fall with laser set up by Contractor. D. Installation of Lawn Under Drainage Drains LAWN UNDERDRAINS 334616-3 1. Trenches shall be excavated to the lines and grades indicated on the Drawings, exercising care to maintain clean edges and sides in the trench. The bottom of the trench shall be recompacted to at least 90 percent of maximum density to provide a firm and solid base. 2. All joints,caps and connections to tight lines shall be made in accordance with manufacturer's recommendations, in such manner as to prevent bedding material from entering the pipe. 3. Native material removed from trench excavation shall be removed in its entirety from the lawn area so as to maintain required positive drainage patterns across the subgrade to the drain trenches. After drain trench installation is completed, subgrade between trenches shall be regraded as necessary and proof rolled. 4. Contractor shall exercise extreme care to prevent contamination of drain trench tubing and caving in or other damage to the edges of the drain trenches. Any damage or contamination that occurs shall be repaired at the Contractor's expense,to the satisfaction of the Landscape Architect. 5. Prior to installing drain lines, place the required depth of pea gravel as shown on the Drawings. Set drain lines to true and accurate grades and fill trench with pea gravel to cover 4"above pipe. Fill remaining trench with permeable aggregate to subgrade. Contact Landscape Architect for inspection. 6. All drain line connections to catch basins and storm drain system shall be per WSDOT Specifications. E. CLEAN UP 1. Remove all debris and unused materials and remove from site. END OF SECTION LAWN UNDERDRAINS 334616-4 APPENDIX B PROJECT DRAWINGS The following list comprise the Project Drawings: COVER SHEET G-100 CIVIL SITE PLAN C-100 GENERAL NOTES & MISC DETAILS C-200 EROSION &SEDIMENT CONTROL PLAN C-300 EX. CONDITIONS & DEMO PLAN C-400 GRADING PLAN C-500 UTILITY&STORM DRAINAGE PLAN C-600 LANDSCAPE DRAINAGE PLAN L 1.01 SOIL SEEDING LANDSCAPE PLAN L 1.02 IRRIGATION LAYOUT PLAN L 1.03 LANDSCAPE PLANTING PLAN L 1.04 LANDSCAPE DETAILS L 2.01 IRRIGATION DETAILS L 2.02 City of Federal Way RFB # 15-011 Town Square Park Page 54 2015 RFB ver. 4-15 Appendix C County Trade Job Classification Wage Holiday Overtime Note Asbestos Abatement Workers Journey Level $42.67 5D 1H King Boilermakers Journey Level $64.29 5N 1C King Brick Mason Brick And Block Finisher $44.46 5A 1M King Brick Mason Journey Level $51.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $51.32 5A 1M King Building Service Employees Janitor $21.29 5S 2F King Building Service Employees Traveling Waxer/Shampooer $21.70 5S 2F King Building Service Employees Window Cleaner (Non- Scaffold) $24.94 5S 2F King Building Service Employees Window Cleaner (Scaffold) $25.80 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $52.32 5D 4C King Carpenters Bridge, Dock And Wharf Carpenters $52.32 5D 4C King Carpenters Carpenter $52.32 5D 4C King Carpenters Carpenters on Stationary Tools $52.45 5D 4C King Carpenters Creosoted Material $52.42 5D 4C King Carpenters Floor Finisher $52.32 5D 4C King Carpenters Floor Layer $52.32 5D 4C - King Carpenters Scaffold Erector $52.32 5D 4C King Cement Masons Journey Level $52.38 7A 1M King Divers &Tenders Diver $105.37 5D 4C 8A King Divers a Tenders Diver On Standby $59.50 5D 4C King Divers &Tenders Diver Tender $54.82 5D 4C King Divers a Tenders Surface Rcv& Roy Operator $54.82 5D 4C King Divers &Tenders Surface Rcv & Rov Operator Tender $51.07 5A 4C King Dredge Workers Assistant Engineer $54.75 5D 3F King Dredge Workers Assistant Mate (Deckhand) $54.33 5D 3F King Dredge Workers Boatmen $54.75 5D 3F King Dredge Workers Engineer Welder $55.79 5D 3F King Dredge Workers Leverman, Hydraulic $56.92 5D 3F King Dredge Workers Mates $54.75 5D 3F King Dredge Workers Oiler $54.33 5D 3F King Drywall Applicator Journey Level $52.32 5D 1H King Drywall Tapers Journey Levet $52.37 5P 1E _ King Electrical Fixture Journey Level Maintenance Workers $26.59 5L 1E King Electricians - Inside Cable Splicer $66.76 7C 4E King Electricians - Inside Cable Splicer (tunnel) $71.67 7C 4E King Electricians - Inside Certified Welder $64.54 7C 4E King Electricians - Inside Certified Welder (tunnel) $69.22 7C 4E Appendix C King Electricians - Inside Construction Stock Person $37.19 7C 4E King Electricians - Inside Journey Level $62.30 7C 4E King Electricians - Inside _Journey Level (tunnel) $66.76 7C 4E King Electricians - Motor Shop _Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer Construction $69.95 5A 4D King Electricians - Powerline Certified Line Welder Construction $63.97 5A 4D King Electricians - Powerline Groundperson Construction $43.62 5A 4D King Electricians - Powerline Heavy Line Equipment Construction Operator $63.97 5A 4D King Electricians - Powerline Journey Level Lineperson Construction $63.97 5A 4D King Electricians - Powerline Line Equipment Operator Construction $53.81 5A 4D King Electricians - Powerline Pole Sprayer ' Construction _ $63.97 5A 4D King Electricians - Powerline Powderperson 1 Construction $47.55 5A 4D King Electronic Technicians Journey Level $31.00 1 1 King Elevator Constructors Mechanic $82.67 7D ' 4A King Elevator Constructors Mechanic In Charge $89.40 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory Products Work Only $15.90 5B 1R King Fence Erectors Fence Erector $15.18 1 King Flaggers Journey Level $36.17 7A 31 King Glaziers Journey Level $54.91 7L 1Y King Heat a_Frost Insulators And Journeyman Asbestos Workers $61.18 5.1 1S King Heating Equipment Mechanics Journey Level $70.37 7F 1E King Hod Carriers a Mason Journey Level Tenders $44.00 7A 31 King Industrial Power Vacuum Journey Level Cleaner $9.47 1 King Inland Boatmen Boat Operator $54.57 5B 1 K King Inland Boatmen Cook $50.95 5B 1K King Inland Boatmen Deckhand $51.19 5B 1K King Inland Boatmen Deckhand Engineer $52.18 5B 1K King Inland Boatmen Launch Operator $53.40 5B 1K King Inland Boatmen Mate $53.40 5B 1K King Inspection/Cleaning/Seating Cleaner Operator, Foamer Of Sewer Lt Water Systems By Operator Remote Control $31.49 1 King Inspection/Cleaning/Sealing Grout Truck Operator Of Sewer & Water Systems By Remote Control $11.48 1 King Inspection/Cleaning/Sealing Head Operator $24.91 1 Appendix C Of Sewer Ft Water Systems By Remote Control King Inspection/Cleaning/Sealing Technician Of Sewer Et Water Systems By Remote Control $19.33 1 King Inspection/Cleaning/Sealing Tv Truck Operator Of Sewer a Water Systems By Remote Control $20.45 1 King Insulation Applicators Journey Level $52.32 5D 4C King ironworkers Journeyman $61.62 7N 10 King Laborers Air, Gas Or Electric Vibrating Screed $42.67 7A 31 King Laborers Airtrac Drill Operator $44.00 7A 31 King Laborers Ballast Regular Machine $42.67 7A 31 King Laborers Batch Weighman $36.17 7A 31 King laborers Brick Pavers $42.67 7A 31 King Laborers Brush Cutter $42.67 7A 31 King Laborer's Brush Hog Feeder $42.67 7A 31 King Laborers Burner $42.67 7A 31 King Laborers Caisson Worker $44.00 7A 31 King Laborers Carpenter Tender $42.67 7A 31 King Laborers Caulker $42.67 7A 31 King Laborers Cement Dumper-paving $43.46 7A 31 King Laborers Cement Finisher Tender $42.67 7A 31 King Laborers Change House Or Dry Shack $42.67 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $42.67 7A 31 King Laborers Chipping Gun(30 Lbs. And Over) ' $43.46 7A 31 King Laborers Choker Setter $42.67 7A 31 King Laborers Chuck Tender $42.67 7A 31 King Laborers Clary Power Spreader $43.46 7A 31 King Laborers Clean-up Laborer $42.67 7A 31 King Laborers Concrete Dumper/chute Operator $43.46 7A 31 King Laborers Concrete Form Stripper $42.67 7A 31 King Laborers Concrete Placement Crew $43.46 7A 31 King Laborers Concrete Saw Operator/core Driller $43.46 7A 31 King Laborers Crusher Feeder $36.17 7A 31 King Laborers Curing Laborer $42.67 7A 31 King Laborers Demolition: Wrecking Et Moving (incl. Charred Material) $42.67 7A 31 King Laborers Ditch Digger $42.67 7A 31 King Laborers Diver $44.00 7A 31 King Laborers Drill Operator (hydrautic,diamond) $43.46 7A 31 King Laborers Dry Stack Walls $42.67 7A 31 Appendix C King Laborers Dump Person $42.67 7A 31 King Laborers Epoxy Technician $42.67 7A 31 King Laborers Erosion Control Worker $42.67 7A 31 King Laborers Faller& Bucker Chain Saw $43.46 7A 31 King Laborers Fine Graders $42.67 7A 31 King Laborers Firewatch $36.17 7A 31 King Laborers Form Setter $42.67 7A 31, King Laborers Gabian Basket Builders $42.67 7A 31 King Laborers General Laborer $42.67 7A 31 King Laborers Grade Checker &Transit Person $44.00 7A 31 King Laborers Grinders $42.67 7A 31 King Laborers Grout Machine Tender $42.67 7A 31 King Laborers Groutmen (pressure)including Post Tension Beams $43.46 7A 31 King Laborers Guardrail Erector $42.67 7A 31 King Laborers Hazardous Waste Worker (level A) $44.00 7A 31 King Laborers Hazardous Waste Worker (level B) $43.46 7A 31 King Laborers Hazardous Waste Worker (level C) $42.67 7A 31 King Laborers High Scaler $44.00 7A 31 King Laborers Jackhammer $43.46` 7A 1 + King Laborer Laserbeam Operator $43.46 r 7A 31 King Laborers Maintenance Person $42.67 7A 31 King Laborers Manhole Builder-mudman $43.46 7A 31 King Laborers Material Yard Person $42,67 7A 31 King Laborers Motorman-dinky Locomotive $43.46 7A 31 King Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Bla $43.46 7A 31 King Laborers Pavement Breaker $43.46 7A 31 King Laborers Pilot Car $36.17 7A 31 King Laborers Pipe Layer Lead $44.00 7A 31 King Laborers Pipe Layer/tailor $43.46 7A 31 King Laborers Pipe Pot Tender $43.46 7A 31 King Laborers Pipe Reliner $43.46 7A 31 King Laborers Pipe Wrapper $43.46 7A 31 King Laborers Pot Tender $42.67 7A 31 King Laborers Powderman $44.00 7A 31 King Laborers Powderman's Helper $42.67 7A 31 King Laborers Power Jacks $43.46 7A 31 King Laborers Railroad Spike Puller - Power $43.46 7A 31 King Laborers Raker - Asphalt $44.00 7A 31 Appendix C King Laborers Re-timberman $44.00 7A 31 King Laborers Remote Equipment Operator $43.46 7A 31 King Laborers Rigger/signal Person $43.46 7A 31 King Laborers Rip Rap Person $42.67 7A 31 King Laborers Rivet Buster $43.46 7A ' 31 King Laborers Rodder $43.46 7A 31 King Laborers Scaffold Erector $42.67 7A 31 King Laborers Scale Person $42.67 7A 31 King Laborers Sloper (over 20") $43.46 7A 31 King Laborers Sloper Sprayer $42.67 7A 31 King Laborers Spreader (concrete) $43.46 7A 31 King Laborers Stake Hopper $42.67 7A 31 King Laborers Stock Piler $42.67 7A 31` King Laborers Tamper a Similar Electric, Air Et Gas Operated Tools $43.46 7A 31 King Laborers Tamper (multiple Et Self- propelled) $43.46 7A 31 King Laborers Timber Person - Sewer (logger, Shorer Et Cribber) $43.46 7A 31 King Laborers Toolroom Person (at Jobsite) $42.67 7A 31 King Laborers Topper $42.67 7A 31 King Laborers Track Laborer $42.67 7A 31 King Laborers Track Liner (power) $43.46 7A 31 King Laborers Traffic Control Laborer $38.68 7A 31 8R King Laborers Traffic Control Supervisor $38.68 7A 31 8R King Laborers Truck Spotter $42.67 7A 31 King Laborers Tugger Operator $43.46 7A 31 King Laborers Tunnel Work-Compressed Air Worker 0-30 psi $64.99 7A 31 King Laborers Tunnel Work-Compressed Air 8Q Worker 30.01-44.00 psi $70.02 7A 31 King Laborers Tunnel Work-Compressed Air 8Q Worker 44.01-54.00 psi $73.70 7A 31_ King Laborers Tunnel Work-Compressed Air 8Q Worker 54.01-60.00 psi $79.40 7A 31 King Laborers Tunnel Work-Compressed Air 8Q Worker 60.01-64.00 psi $81.52 7A 31 King Laborers Tunnel Work-Compressed Air 8Q Worker64.01-68.00 psi $86.62 7A 31 King Laborers Tunnel Work-Compressed Air 8Q Worker 68.01-70.00 psi $88.52 7A 31 King Laborers Tunnel Work-Compressed Air K Worker 70.01-72.00 psi $90.52 7A 31 King Laborers Tunnel Work-Compressed Air 8Q Worker 72.01-74.00 psi $92.52 7A 31 King Laborers Tunnel Work-Guage and Lock SQ Tender $44.10 7A 31 King Laborers Tunnel Work-Miner $44.10 7A 31 8g Appendix C King Laborers Vibrator $43.46 7A 31 King Laborers Vinyl Seamer $42.67 7A 31 King Laborers Watchman $32.87 7A 31 King Laborers Welder $43.46 7A 31 King Laborers Well Point Laborer $43.46 7A 31 King Laborers Window Washer/cleaner $32.87 7A 31 King Laborers - Underground General Laborer Et Topman Sewer Et Water $42.67 7A 31 King Laborers - Underground Pipe Layer Sewer Et Water $43.46 7A 31 King Landscape Construction Irrigation Or Lawn Sprinkler Installers $13.56 1 King Landscape Construction Landscape Equipment Operators Or Truck Drivers $28.17 1 King Landscape Construction Landscaping or Planting Laborers $17.87 1 King Lathers Journey Levet $52.32 5D 1H King Marble Setters Journey Level $51.32 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication(In Shop) Welder $15.48 1 King Millwright Journey Level $53.42 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.47 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Levet $37.80 6Z 2B King Pile Driver Journey Level $52.57 5D 4C King Plasterers Journey Level $50.42 . 1R King Playground Et Park Equipment Journey Level Installers $9.47 1 King Plumbers Et Pipefitters Journey Level $74.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P King Power Equipment Operators Assistant Engineer $51.97 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P King Power Equipment Operators Batch Plant Operator, 8P Concrete $54.75 7A 3C King Power Equipment Operators Bobcat $51.97 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition 8P Equipment $51.97 7A 3C King Power Equipment Operators Brooms $51.97 7A 3C 8P • Appendix C King Power Equipment Operators Bump Cutter $54.75 7A 3C 8P King Power Equipment Operators Cableways $55.24 7A 3C 8P King Power Equipment Operators Chipper $54.75 7A 3C 8P King Power Equipment Operators Compressor $51.97 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount 8P With Boom Attachment Over 42 M $55.24 7A 3C King Power Equipment Operators Concrete Finish Machine - 8P laser Screed $51.97 7A 3C King Power Equipment Operators Concrete Pump -Mounted Or 8P Trailer High Pressure Line Pump, Pump High Pressure. $54.33 7A 3C King Power Equipment Operators Concrete Pump: Truck Mount 8P With Boom Attachment Up To 42m $54.75 7A 3C King Power Equipment Operators Conveyors $54.33 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 8P Tons With Attachments $54.75 7A 3C King Power Equipment Operators Cranes: 100 Tons Through 8P 199 Tons, Or 150'Of Boom (Including Jib With Attachments) $55.79 7A 3C King Power Equipment Operators Cranes: 200 Tons To 300 8P Tons, Or 250'Of Boom (including Jib With Attachments) $56.36 7A 3C King Power Equipment Operators Cranes: 45 Tons Through 99 8P Tons, Under 150'Of Boom (including Jib With Attachments) $55.24 7A 3C King Power Equipment Operators Cranes: A-frame - 10 Tons 8P And Under $51.97 7A 3C King Power Equipment Operators Cranes: Friction 100 Tons 8P Through 199 Tons $56.36 7A 3C King Power Equipment Operators Cranes: Friction Over 200 8P Tons $56.92 7A 3C King Power Equipment Operators Cranes: Over 300 Tons Or 300' 8P Of Boom (including Jib With Attachments) $56.92 7A 3C King Power Equipment Operators Cranes: Through 19 Tons 8P With Attachments A-frame Over 10 Tons $54.33 7A 3C King Power Equipment Operators Crusher $54.75 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches 8P (power) $54.75 7A 3C King Power Equipment Operators Derricks, On Building Work $55.24 7A 3C 8P King Power Equipment Operators Dozers D-9 a Under $54.33 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, 8P Truck Or Crane Mount $54.33 7A 3C King Power Equipment Operators Drilling Machine $54.75 7A 3C 8P Appendix C King Power Equipment Operators Elevator And Man-lift: 8P Permanent And Shaft Type $51.97 7A 3C King Power Equipment Operators Finishing Machine, Bidwell 8P And Gamaco a Similar Equipment $54.75 7A 3C King Power Equipment Operators Forklift: 3000 Lbs And Over 8P With Attachments $54.33 7A 3C King Power Equipment Operators Forklifts: Under 3000 Lbs. 8P With Attachments $51.97 7A 3C King Power Equipment Operators Grade Engineer: Using Blue 8P Prints, Cut Sheets, Etc $54.75 7A 3C King Power Equipment Operators Gradechecker/stakeman $51.97 7A 3C 8P King Power Equipment Operators Guardrail Punch $54.75 7A 3C 8P King Power Equipment Operators Hard Tait End Dump 8P Articulating Off- Road Equipment 45 Yards. Et Over $55.24 7A 3C King Power Equipment Operators 'Hard Tail End Dump 8P Articulating Off-road Equipment Under 45 Yards $54.75 7A 3C King Power Equipment Operators Horizontal/directional Drill 8P Locator $54.33 7A 3C King Power Equipment Operators Horizontal/directional Drill 8P Operator $54.75 7A 3C King Power Equipment Operators Hydralifts/boom Trucks Over 8P 10 Tons $54.33 7A 3C King Power Equipment Operators Hydralifts/boom Trucks, 10 8P Tons And Under $51.97 7A 3C King Power Equipment Operators Loader, Overhead 8 Yards. Et 8P Over $55.79 7A 3C King Power Equipment Operators Loader, Overhead, 6 Yards. 8P But Not Including 8 Yards $55.24 7A 3C King Power Equipment Operators Loaders, Overhead Under 6 8P Yards $54.75 7A 3C King Power Equipment Operators Loaders, Plant Feed $54.75 7A 3C 8P King Power Equipment.Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P King Power Equipment Operators Locomotives, All $54.75 7A 3C 8P King Power Equipment Operators Material Transfer Device $54.75 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen 8P $0.50 Per Hour Over Mechanic) $55.79 7A 3C King Power Equipment Operators Motor Patrol Grader - Non- 8P finishing $54.33 7A 3C King Power Equipment Operators Motor Patrol Graders, 8P Finishing $55.24 7A 3C King Power Equipment.Operators Mucking Machine, Mole, 8P Tunnel Drill, Boring, Road Header And/or Shield $55.24 7A 3C King Power Equipment Operators Oil Distributors, Blower 8P Distribution Et Mulch Seeding Operator $51.97 7A 3C Appendix C King Power Equipment Operators Outside Hoists (elevators And 8P Manlifts), Air Tuggers,strato $54.33 7A 3C King Power Equipment Operators Overhead, Bridge Type 8P Crane: 20 Tons Through 44 Tons $54.75 7A 3C K-ing Power Equipment Operators Overhead, Bridge Type: 100 8P Tons And Over $55.79 7A 3C King Power Equipment Operators Overhead, Bridge Type: 45 8P Tons Through 99 Tons $55.24 7A 3C K-ing Power Equipment Operators Pavement Breaker $51.97 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane 8P Mount) $54.75 7A 3C King Power Equipment Operators Plant Oiler- Asphalt, Crusher $54.33 7A 3C 8P King Power Equipment Operators Posthote Digger, Mechanical $51.97 7A 3C 8P King Power Equipment Operators Power Plant $51.97 7A 3C 8P King Power Equipment Operators Pumps - Water $51.97 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under 8P 100 Feet In Height Based To Boom $51.97 7A 3C King Power Equipment Operators Remote Control Operator On 8P Rubber Tired Earth Moving Equipment $55.24 7A 3C King Power Equipment Operators Rigger And Beltman $51.97 7A 3C 8P King Power Equipment Operators Rollagon $55.24 7A 3C 8P King Power Equipment Operators ;Roller, Other Than Plant Mix $51.97 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift 8P Materials $54.33 7A 3C King Power Equipment Operators Roto-mill, Roto-grinder $54.75 7A 3C 8P King Power Equipment Operators Saws - Concrete $54.33 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under 8P 45 Yards $54.75 7A 3C King Power Equipment Operators Scrapers - Concrete E Carry 8P All $54.33 7A 3C King Power Equipment Operators Scrapers, Self-propelled: 45 8P Yards And Over $55.24 7A 3C King Power Equipment Operators Service Engineers 8P Equipment $54.33 7A 3C King Power Equipment Operators Shotcrete/gunite Equipment $51.97 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, 8P Tractors Under 15 Metric Tons. $54.33 7A 3C King Power Equipment Operators Shovel, Excavator, Backhoe: 8P Over 30 Metric Tons To 50 Metric Tons $55.24 7A 3C King Power Equipment.Operators Shovel, Excavator, Backhoes, 8P Tractors: 15 To 30 Metric Tons $54.75 7A 3C King Power Equipment Operators Shovel, Excavator, Backhoes: $55.79 7A 3C 8P Appendix C Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: 813 Over 90 Metric Tons $56.36 7A 3C King Power Equipment Operators Slipform Pavers $55.24 7A 3C 8P _ King Power Equipment Operators Spreader, Topsider Et 8P Screedman $55.24 7A 3C King Power Equipment Operators Subgrader Trimmer $54.75 7A 3C 813 King Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in 813 Height, Base To Boom $56.36 7A 3C King Power Equipment Operators Tower Crane Up To 175' In 8P Height Base To Boom $55.79 7A 3C King Power Equipment Operators Transporters, AR Track Or BR Truck Type $55.24 7,4 3C King Power Equipment Operators Trenching Machines $54.33 7A 3C 813 King Power Equipment Operators Truck Crane Oiler/driver - 8P 100 Tons And Over $54.75 7A 3C King Power Equipment Operators Truck Crane Oiler/driver 8P Under 100 Tons $54.33 7A 3C King Power Equipment Operators Truck Mount Portable 8P Conveyor $54.75 7A 3C King Power Equipment Operators Welder $55.24 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farmall Type$51.97 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $54.75 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators 813 Underground Sewer a Water $55.24 7A 3C King Power Equipment Operators- Assistant Engineer 813 Underground Sewer& Water $51.97_ 7A 3C King Power Equipment Operators- Barrier Machine (zipper) 8P Underground Sewer& Water $54.75 7A 3C King Power Equipment Operators- Batch Plant Operator, 8P Underground Sewer& Water Concrete $54.75 7A 3C King Power Equipment Operators- Bobcat 8P Underground Sewer Et Water $51.97 7A 3C King Power Equipment Operators- Brokk - Remote Demolition 813 Underground Sewer & Water Equipment $51.97 7A 3C King Power Equipment Operators- Brooms 8P Underground Sewer&Water $51.97 7A 3C King Power Equipment Operators- Bump Cutter 8P Underground Sewer & Water $54.75 7A 3C King Power Equipment Operators- Cableways 813 Underground Sewer & Water $55.24 7A 3C King Power Equipment Operators- Chipper 8P Underground Sewer & Water $54.75 7A 3C King Power Equipment Operators- Compressor 8_P Underground Sewer a Water $51.97 7A 3C Appendix C King Power Equipment Operators- Concrete Pump: Truck Mount 8P Underground Sewer It Water With Boom Attachment Over 42 M $55.24 7A 3C King Power Equipment Operators Concrete Finish Machine 8P Underground Sewer & Water laser Screed $51.97 7A 3C King Power Equipment Operators- Concrete Pump - Mounted Or 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. $54.33 7A 3C King Power Equipment Operators- Concrete Pump: Truck Mount 8P Underground Sewer &Water With Boom Attachment Up To 42m $54.75 7A 3C King Power Equipment Operators- Conveyors 8P Underground Sewer Et Water $54.33 7A 3C King Power Equipment Operators- Cranes: 20 Tons Through 44 8P Underground Sewer a Water Tons With Attachments $54.75 7A 3C King Power Equipment Operators Cranes: 100 Tons Through 8P Underground Sewer & Water 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $55.79 7A 3C King Power Equipment Operators- Cranes: 200 Tons To 300 8P Underground Sewer & Water Tons, Or 250' Of Boom (including Jib With Attachments) $56.36 7A 3C King Power Equipment Operators- Cranes: 45 Tons Through 99 8P Underground Sewer a Water Tons, Under 150' Of Boom (including Jib With Attachments) $55.24 7A 3C King Power Equipment Operators- Cranes: A-frame - 10 Tons 8P Underground Sewer & Water And Under $51.97 7A 3C King Power Equipment Operators- Cranes: Friction 100 Tons 8P Underground Sewer a Water Through 199 Tons $56.36 7A 3C King Power Equipment Operators- Cranes: Friction Over 200 8P Underground Sewer & Water Tons $56.92 7A 3C King Power Equipment Operators- Cranes: Over 300 Tons Or 300' 8P Underground Sewer a Water Of Boom (including Jib With Attachments) $56.92 7A 3C King Power Equipment Operators- Cranes: Through 19 Tons 8P Underground Sewer & Water With Attachments A-frame Over 10 Tons $54.33 7A 3C King Power Equipment Operators- Crusher 8P Underground Sewer & Water $54.75 7A 3C King Power Equipment Operators Deck Engineer/deck Winches 8P Underground Sewer & Water (power) $54.75 7A 3C King Power Equipment Operators- Derricks, On Building Work 8P Underground Sewer & Water $55.24 7A 3C King Power Equipment Operators- Dozers D-9 a Under 8P Underground Sewer & Water $54.33 7A 3C King Power Equipment Operators- Drill Oilers: Auger Type, 8P Underground Sewer a Water Truck Or Crane Mount $54.33 7A 3C King Power Equipment Operators- Drilling Machine 8P Underground Sewer & Water $54.75 7A 3C Appendix C King Power Equipment Operators- Elevator And Man-lift: 8P Underground Sewer Et Water Permanent And Shaft Type $51.97 7A 3C King Power Equipment Operators- Finishing Machine, Bidwell 8P Underground Sewer Et Water And Gamaco 0. Similar Equipment $54.75 7A 3C King Power Equipment Operator s- Forklift: 3000 Lbs And Over 8P Underground Sewer Et Water With Attachments $54.33 7A 3C King Power Equipment Operators- Forklifts: Under 3000 Lbs. 8P Underground Sewer Et Water With Attachments $51.97 7A 3C King Power Equipment Operators- Grade Engineer: Using Blue 8P Underground Sewer Et Water Prints, Cut Sheets, Etc $54.75 7A 3C King Power Equipment Operators- Gradechecker/stakeman 8P Underground Sewer Ft Water $51.97 7A 3C King Power Equipment Operators- Guardrail Punch 8P Underground Sewer Et Water $54.75 7A 3C King Power Equipment Operators Hard Tail End Dump 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over $55.24 7A 3C King Power Equipment.Operators- Hard Tail End Dump 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards $54.75 7A 3C King Power Equipment Operators- Horizontal/directional Drill 8P Underground Sewer Et Water Locator $54.33 7A 3C King Power Equipment Operators- Horizontal/directional Drill 8P Underground Sewer Et Water Operator $54.75 7A 3C King Power Equipment Operators- Hydralifts/boom Trucks Over 8P Underground Sewer Et Water 10 Tons $54.33 7A 3C King Power Equipment Operators- Hydralifts/boom Trucks, 10 8P Underground Sewer Ft Water Tons And Under $51.97 7A 3C King Power Equipment Operators- Loader, Overhead 8 Yards. Ft 8P Underground Sewer Et Water Over $55.79 7A 3C King Power Equipment Operators- Loader, Overhead, 6 Yards. 8P Underground Sewer Et Water But Not Including 8 Yards $55.24 7A 3C King Power Equipment Operators- Loaders, Overhead Under 6 8P Underground Sewer Et Water Yards $54.75 7A 3C King Power Equipment Operators- Loaders, Plant Feed 8P Underground Sewer Et. Water $54.75 7A 3C King Power Equipment Operators- Loaders: Elevating Type Belt 8P Underground Sewer Et Water $54.33 7A 3C King Power Equipment Operators- Locomotives, All 8P Underground Sewer Ft Water $54.75 7A 3C King Power Equipment Operators- Material Transfer Device 8P Underground Sewer Et Water $54.75 7A 3C King Power Equipment Operators- Mechanics, All (leadmen - 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) $55.79 7A 3C King Power Equipment Operators- Motor Patrol Grader - Non- 8P Underground Sewer Et Water finishing $54.33 7A 3C King Power Equipment Operators- Motor Patrol Graders, 8P Underground Sewer Et Water Finishing $55.24 7A 3C Appendix C King Power Equipment Operators- Mucking Machine, Mole, - 8P Underground Sewer Et Water Tunnel Drill, Boring, Road Header And/or Shield $55.24 7A 3C King Power Equipment Operators- Oil Distributors, Blower 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator $51.97 7A 3C King Power Equipment Operators Outside Hoists (elevators And 8P Underground Sewer Et. Water Manlifts), Air Tuggers,strato $54.33 7A 3C King Power Equipment Operators- Overhead, Bridge Type 8P Underground Sewer 6..r. Water Crane: 20 Tons Through 44 Tons $54.75 7A 3C King Power Equipment Operators Overhead, Bridge Type: 100 8P Underground Sewer Et Water Tons And Over $55.79 7A 3C King Power Equipment Operators- Overhead, Bridge Type: 45 8P Underground Sewer Et Water Tons Through 99 Tons $55.24 7A 3C King Power Equipment Operators- Pavement Breaker 8P Underground Sewer Et Water $51.97 7A 3C King Power Equipment Operators- Pile Driver (other Than Crane 8P Underground Sewer Et Water Mount) $54.75 7A 3C King Power Equipment Operators Plant Oiler - Asphalt, Crusher 8P Underground Sewer Et Water $54.33 7A 3C King Power Equipment Operators- Posthole Digger, Mechanical 8P Underground Sewer Et Water $51.97 7A 3C King Power Equipment Operators- Power Plant 8P Underground Sewer Et Water - $51.97 7A 3C King Power Equipment Operators- Pumps - Water 8P Underground Sewer Et Water $51.97 7A 3C King Power Equipment Operators- Quad 9, Hd 41, D10 And Over 8P Underground Sewer Et Water $55.24 7A 3C King Power Equipment Operators- Quick Tower - No Cab, Under 8P Underground Sewer Et Water 100 Feet In Height Based To Boom $51.97 7A 3C King Power Equipment Operators- Remote Control Operator On 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment $55.24 7A 3C King Power Equipment Operators- Rigger And Bellman 8P Underground Sewer Er Water $51.97 7A 3C King Power Equipment Operators- Rollagon 8P Underground Sewer Et Water < $55.24 7A 3C King Power Equipment Operators- Roller, Other Than Plant Mix 8P Underground Sewer Et Water $51.97 7A 3C King Power Equipment Operators- Roller, Plant Mix Or Multi-lift 8P Underground Sewer Et Water Materials $54.33 7A 3C King Power Equipment Operators- Roto-mill, Roto-grinder 8P Underground Sewer Et Water $54.75 7A 3C King Power Equipment Operator s- Saws - Concrete 8P 1 n dergroun d Sewer Et Water $54.33 7A 3C King Power Equipment Operators- Scraper, Self Propelled Under 8P Underground Sewer Et Water 45 Yards $54.75 7A 3C Appendix C King Power Equipment Operators- Scrapers - Concrete & Carry 8P Underground Sewer E Water All $54.33 7A 3C King Power Equipment Operators- Scrapers, Self-propelled: 45 8P Underground Sewer Et Water Yards And Over $55.24 7A 3C King Power Equipment Operators- Service Engineers - 8P Underground Sewer Et Water Equipment $54.33 7A 3C King Power Equipment Operators- Shotcrete/gunite Equipment 8P Underground Sewer Et Water $51.97 7A 3C King Power Equipment Operators- Shovel , Excavator, Backhoe, 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. $54.33 7A 3C King Power Equipment Operators- Shovel, Excavator, Backhoe: 8P Underground Sewer E Water Over 30 Metric Tons To 50 Metric Tons $55.24 7A 3C King Power Equipment Operators- Shovel, Excavator, Backhoes, 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons $54.75 7A 3C King Power Equipment Operators- Shovel, Excavator, Backhoes: 8P Underground Sewer E Water Over 50 Metric Tons To 90 Metric Tons $55.79 7A 3C King Power Equipment Operators- Shovel, Excavator, Backhoes: 8P Underground Sewer Et Water Over 90 Metric Tons $56.36 7A 3C King Power Equipment Operators- Slipform Pavers 8P Underground Sewer E Water $55.24 7A 3C King Power Equipment Operators Spreader, Topsider Et 81' Underground Sewer ft Water Screedman $55.24 7A 3C King Power Equipment Operators- Subgrader Trimmer 8P Underground Sewer Et Water $54.75 7A 3C King Power Equipment Operators- Tower Bucket Elevators 8P Underground Sewer& Water $54.33 7A 3C King Power Equipment Operators- Tower Crane Over 175'in 8P Underground Sewer E Water Height, Base To Boom $56.36 7A 3C King Power Equipment Operators- Tower Crane Up To 175 In 8P Underground Sewer Et Water Height Base To Boom $55.79 7A 3C King Power Equipment Operators- Transporters, All Track Or 8P Underground Sewer Et Water Truck Type $55.24 7A 3C King Power Equipment Operators Trenching Machines 8P Underground Sewer Et Water $54.33 7A 3C King Power Equipment Operators- Truck Crane Oiler/driver - 8P Underground Sewer Et Water 100 Tons And Over $54.75 7A 3C King Power Equipment Operators- Truck Crane Oiler/driver 8P Underground Sewer Et Water Under 100 Tons $54.33 7A 3C King Power Equipment Operators- Truck Mount Portable 8P Underground Sewer E Water Conveyor $54.75 7A 3C King Power Equipment Operators- Welder 8P Underground Sewer&Water $55.24 7A 3C King Power Equipment Operators- Wheel Tractors, Farmall Type 8P Underground Sewer Et Water $51.97 7A 3C King Power Equipment Operators- Yo Yo Pay Dozer 8P Underground Sewer Et Water $54.75 7A 3C Appendix C King Power Line Clearance Tree Journey Level In Charge Trimmers $45.75 5A 4A King Power Line Clearance Tree Spray Person Trimmers $43.38 5A 4A King Power Line Clearance Tree Tree Equipment Operator Trimmers $45.75 5A 4A King Power Line Clearance Tree Tree Trimmer Trimmers $40.84 5A 4A King Power Line Clearance Tree Tree Trimmer Groundperson Trimmers $30.74 5A 4A King Refrigeration & Air Journey Level Conditioning Mechanics $73.51 6Z 1G King Roofers Journey Level $51.32 5A 1M King Roofers Using Irritable Bituminous Materials $28.20 1 King Sheet Metal Workers Journey Level (Field or Shop) $22.64 1 King Shipbuilding Et Ship Repair Boilermaker $40.14 5D 4C King Shipbuilding e Ship Repair Carpenter $52.37 5P 1E King Shipbuilding & Ship Repair Electrician $30.44 1 King Shipbuilding & Ship RE pair Heat a Frost Insulator $37.30 7L 1H King Shipbuilding Ft Ship Repair Laborer $26.28 1 King Shipbuilding & Ship Repair Machinist $23.03 1 King Shipbuilding€'t Ship Repair Operator $24.09 1 King Shipbuilding Et Ship Repair Painter $24.46 1 King Shipbuilding a Ship Repair Pipefitter $34.69 1 King Shipbuilding & Ship Repair Rigger $73.51 6Z 1G King Shipbuilding & Ship Repair Sheet Metal $42.58 7F 1R King Shipbuilding & Ship Repair Shipfitter $42.41 5A 3D King Shipbuilding & Ship Repair Trucker $42.48 5C 2R King Shipbuilding & Ship Repair Warehouse $51.32 5A 1M King Shipbuilding Et Ship Repair Welder/Burner $46.96 5A 1M King Sign Makers & Installers Sign Installer (Electrical) $21.46 1 King Sign Makers & Installers Sign Maker (Electrical) $25.17 1 King Sign Makers It Installers (Non- Sign Installer Electrical) $45.71 5A 3H King Sign Makers Et installers (Non-Sign Maker Electrical) $48.71 5A 3H King Soft Floor Layers Journey Level $70.37 7F lE King Solar Controls For Windows Journey Levet $39.82 7M 1H King Sprinkler Fitters (Fire Journey Level Protection) $39.24 7T 2B King Stage Rigging Mechanics (Non Journey Level Structural) $40.16 7T 4B King Stone Masons Journey Level $61.18 5J 1S King Street And Parking Lot Journey Level Sweeper Workers $40.19 7T 4B Appendix C King Surveyors Assistant Construction Site 8P Surveyor $40.18 7T 4B King Surveyors Chainman $40.11 7T 4B 8P King Surveyors Construction Site Surveyor $40.16 7T 4B 8P King Telecommunication Journey Level Technicians $40.11 7T 4B King Telephone Line Construction Cable Splicer - Outside $40.19 7T 4B King Telephone Line Construction Hole Digger/Ground Person - Outside $40.14 7T 4B King Telephone Line Construction Installer (Repairer) - Outside $40.19 7T 4B King Telephone Line Construction Special Aparatus Installer I - Outside $40.03_ 7T 4B King Telephone Line Construction Special Apparatus Installer II - Outside $40.08 7T 4B King Telephone Line Construction Telephone Equipment Outside Operator (Heavy) $40.19 7T 4B King Telephone Line Construction Telephone Equipment - Outside Operator (Light) $22.92 1 King Telephone Line Construction Telephone Lineperson - Outside $21.36 1 King Telephone Line Construction Television Groundperson - Outside $27.28 1 King Telephone Line Construction Television - - Outside Lineperson/Installer $33.25 1 King Telephone Line Construction Television System Technician - Outside $42.41 5A 3D King Telephone Line Construction Television Technician - Outside $12.44 1 King Telephone Line Construction Tree Trimmer - Outside $69.74 5C 1X King Terrazzo Workers Journey Level $13.23 1 King Tile Setters Journey Level $51.32 5A 1M King Tile,Marble Et Terrazzo Finisher Finishers $19.09 1 King Traffic Control Stripers Journey Level $54.33 7A 3C King Truck Drivers Asphalt Mix Over 16 Yards 81. (W. WA-Joint Council 28) $53.81 7A 3C King Truck Drivers Asphalt Mix To 16 Yards (W. 8L WA-Joint Council 28) $55.24 7A 3C King Truck Drivers Dump Truck a Trailer $22.76 1 8L King Truck Drivers Dump Truck (W. WA-Joint 8L Council 28) $36.96 5A 2B King Truck Drivers Other Trucks (W. WA-Joint 8L Council 28) $20.49 5A 2B King Truck Drivers Transit Mixer $35.40 5A 2B King Well Drillers & Irrigation Irrigation Pump Installer Pump Installers $36.96 5A 2B Appendix C King Well Drillers et Irrigation Oiler Pump Installers $36.19 5A 2B King Well Drillers ex Irrigation Well Driller Pump Installers $36.96 5A 2B DAVID A. CLARK ARCHITECTS, PLLC ADDENDUM NO. 1 Federal Way Town Square Park Re-Bid Project: Federal Way Town Square Park Bid Date(unchanged) 2 PM PDT,Thursday,July 9,2015 Addendum Date: July 07,2015 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. v 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. U SPECIFICATIONS: 1. Attachment A, Bid Form: Replace the two page form with the attached Bid Form. 2. Specification ecification Section 328400,Irrigation: Delete paragragh 2.04,Booster Pump. 00 3. Specification section 329213,Topsoil: a. Delete paragraphs 2.02 A through R and replace with the following: "A.Provide a three way ,M topsoil mix from the approved acceptable sources listed below." a b. Revise paragraph S to paragraph B to stay in sequence. c. Revise paragraph 3.01 C.to read as follows:"Subgrade shall be 12"below finish grade for all open lawn areas shall be at depths indicated on the drawings." n d. Revise paragraph 3.01 D.to read as follows:"Subgrade shall-be 18"below finish grade for N all topsoil landscaping shrub bed areas shall be at depths indicated on the drawings." o oa END OF ADDENDUM NO. 1 (Two page bid form follows) A Washington Professional Limited Liability Company - Licensed and Registered Architects in Arizona, California, Colorado,Hawaii, Oregon, Pennsylvania, Texas and Washington 0 Instructions for Transfer of Coverage Construction Stormwater General Permit DEPARTMENT OF ECOLOGY State of Washington Instructions This form is used to process two types of permit transfers: 1) Complete Transfer, or 2) Partial Transfer. Determine which type of transfer applies to your situation before filling out this form. 1. Complete Transfer: The original permittee has sold, or otherwise released control of, the entire site to another party. Required Paperwork for Complete Transfer: • Either the current permittee, or the new permittee(s), must submit a complete and accurate Transfer of Coverage form for each new party to Ecology. The form must be signed by the current permittee and the new permittee. 2. Partial Transfer: The original permittee retains control over some portion of the site after selling or releasing control over a portion of the site. Required Paperwork for Partial Transfer • Either the current permittee or the new permittee(s) must submit a complete and accurate Transfer of Coverage Form for each new operator to Ecology. The form must be signed by the current permittee and the new permittee. • For partial transfers, once all transfers are submitted, the original permittee should submit the Notice of Termination only if the portion(s)they still own or control have undergone final stabilization and meet the criteria for termination. For Your Information • When this form is 1) completed, 2) signed by the current and new permittee, and 3) submitted to Ecology,permit transfers are effective on the date specified at the top page 1 (unless Ecology notifies the current permittee and new permittee of its intention to revoke coverage under the General Permit or if Ecology sends notice that the application is incomplete). • The new permittee should keep a copy of the signed Transfer of Coverage form (which serves as proof of permit coverage) until Ecology sends documentation in the mail. • Following the transfer, the new permittee must either: (1) use the Stormwater Pollution Prevention Plan (SWPPP) developed by the original operator, and modified as necessary, or (2) develop and use a new SWPPP which meets the requirements of the Construction Stormwater General Permit. • For projects for which the original permittee has completed a Proposed New Discharge to an Impaired Waterbody Form (ECY070-399) or for projects that are operating on sites with soil or groundwater contamination: By completing the Transfer of Coverage form, the new permittee will adopt any special provisions made to protect water quality for sites that have existing contamination or that discharge to an impaired waterbody. To ask about the availability of this document in a version for the visually impaired, call the Water Quality Program at 360-407-6600. Persons with hearing loss, call 711 for Washington Relay Service. Persons with a speech disability, call 877-833-6341. ECY 020-87a (Rev. 12/2014) Instructions Page 1 This page is purposely left blank .AM Transfer of Coverage Construction Stormwater General Permit DEPARTMENT OF This form transfers permit coverage for all,or a portion Permit#WAR-303013 ECOLOGY of a site to one or more new operators. State of Washington Type of permit transfer(check one): ® Partial transfer ❑Complete transfer Specific date that permit responsibility,coverage,and liability, is transferred to new operator. Please see instructions for details on type of transfer. Current Operator/Permittee Information For partial transfers: *List total size of project/site remaining under your operational control following transfer: acres. •List total area of soil disturbance remaining under your operational control following transfer: acres. •Submitting this form meets the requirement to submit an updated NOI(General Permit Condition G9) Current Operator/Permittee Name: Company: Steve Ikerd City of Federal Way Business Phone: Ext: Mailing Address: 2538356911 33325 8th Ave S Cell Phone: Fax(optional): Email: Steve.Ikerd @CityofFederalWay.com City: State: Zip+4: Federal Way WA 98003-6325 Signature*(see signatory requirements in Section VIII): Title: Mayor Date: New Operator/Permittee Information I. New Operator/Permittee(Party with operational control over plans and specifications or day-to-day operational control of activities which ensure compliance with Stormwater Pollution Prevention Plan(SWPPP)and permit conditions. Ecology will send correspondence and permit fee invoices to the permittee on record.) �ti(/ Name: Mlk t✓A''t� Company: (.444000Fsinkti Business Phone: Ext: Unified Bus ldentifier I34 a tM (UBI is a nine-digit number used to identify a business entity. , ��' � �� Write"none"if you do not have a UBI number.) Cell Phone(Optional): Fax(Optional): E-mail: e,53- 7,11-707 �/ic �1 i�l� cle tee,. lart.t,. Mailing Address: State. ZI + 1f l' 0-c [ LIZ r f337i II.Property Owner(The party listed on the County Assessor's records as o er and taxpayer of the parcel[s]for which permit coverage is requested.Ecology will not send correspondence and permit fee invoices to the Property Owner.The Property Owner information will be used for emergency contact purposes.) Name: Public Works Department Company: City of Federal Way Business Phone: Ext: Unified Business Identifier(UBI): 601-223-538 253-835-2700 (UBI is a nine-digit number used to identify a business entity. Write"none"if you do not have a UBI number.) Cell Phone(Optional): Fax(Optional): E-mail: William.Appleton @CityofFederalWay.com Mailing Address: City: State: Zip+4: 33325 8th Ave S Federal Way WA 98003-6325 ECY 020-87a (Rev. 12/14) Form Page 1 Ill.On-Site Contact Person s)(Typically the Certified Erosion and Sediment Control Lead or Operator •- itt e) 't Name: I, p: � / Com.an : i _ .%r Business Phone: Ext: Mailing Address: 243• '(-58'76 2132- t/ Cell Phone: Fax(Optional): b. I ity: State: Zip+4: Email: I YIP ► li,"►wv%„ ort" IV. Site/Project Information Site or Project Name Site Acreage Town Square Park Total size of your site/project(that you own/control):4.14 acres. (Note: Street Address or Location Description(If the site lacks a 1 acre=43,560 ft2.) street address, list its specific location. For example, Intersection of Highway 61 and 34.) Total area of soil disturbance(grading and/or excavating)for your site/project over the life of the project:3.56 acres. 31600 20ii Ave S Concrete/Engineered Soils Parcel ID#: 092104-9021 (Optional) How many yards of concrete will be poured?360 yd3(estimate) Type of Construction Activity(check all that apply): How many yards of recycled concrete will be used?yd3(estimate) ❑ Residential ❑ Commercial Will any engineered soils be used?(For example:cement treated base, ❑ Industrial cement kiln dust,etc.) ❑ Highway or Road(city,county,state) ❑Yes ® No ❑ Utilities(specify): ® Other(specify):Public Park City(or nearest city): Federal Way Zip Code: Estimated project start-up date(mm/dd/yy): 6/22/15 98003 County: King Estimated project completion date(mm/dd/yy):6/15/16 Record the latitude and longitude of the main entrance to the site or the approximate center of site. Latitude:47.318034 °N Longitude:-122.307631 °W For assistance with latitude and longitude, refer to any of the following websites:www.getlatlon.com or http://www.worldatlas.com/aatlas/imageq.htm. Please convert all latitude and longitude coordinates into decimal degrees format. For help with this process,go to:http://www.fcc.gov/mb/audio/bickel/DDDMMSS-decimal.html. V. Existing Site Conditions 1. Are you aware of contaminated soils present on the site? ❑Yes ® No 2. Are you aware of groundwater contamination located within the site boundary? ❑Yes ® No 3. If you answered yes to questions 1 or 2,will any contaminated soils be disturbed or will any contaminated groundwater be discharged due to the proposed construction activity? ❑Yes ❑ No ["Contaminated"and"contamination"here mean containing any hazardous substance(as defined in WAC 173-340-200)that does not occur naturally or occurs at greater than natural background levels.] If you answered yes to Question 3,please explain below or on a separate paper in detail the locations,contaminants,and concentrations,and pollution prevention and/or treatment BMPs proposed to control the discharge of soil/groundwater contaminants. Ecology may request a copy of your SWPPP. ECY 020-87a (Rev. 12/14) Form Page 2 VI. WQWebDMR(Electronic Discharge Monitoring Reporting) You must submit monthly discharge monitoring reports using Ecology's WQWebDMR system. To sign up for WQWebDMR,or to register a new site,go to www.ecv.wa.gov/stormwater,and click on the"Construction Stormwater"link. You will find information on WQWebDMR under the"WQWebDMR and PARIS"link on the right-hand side. If you are unable to submit your DMRs electronically,you may contact Ecology to request a waiver. Ecology will generally only grant waiver requests to those permittees without intemet access. Only a permittee or representative,designated in writing,may request access to or a waiver from WQWebDMR. To have the ability to use the system immediately,you must submit the Electronic Signature Agreement with your transfer of coverage form. If you have questions on this process,contact Ecology's WQWebDMR staff at WebDMR-Stormwater(cDecv.wa.gov or 360-407-7097. VII. Discharge/Receiving Water Information Indicate whether your site's stormwater and/or dewatering water could enter surface waters,directly and/or indirectly: ® Water will discharge directly or indirectly(through a storm drain system or roadside ditch)into one or more surface waterbodies (wetlands,creeks,lakes,and all other surface waters and water courses). if your discharge is to a storm sewer system, provide the name of the operator of the storm sewer system: (e.g.,City of Tacoma):City of Federal Way (NOTE: If your stormwater discharges to a storm sewer system operated by the City of Seattle, King County,Snohomish County,City of Tacoma, Pierce County,or Clark County,you must also submit a copy of this NOI to the appropriate jurisdiction.) ❑ Water will discharge to ground with 100%infiltration,with no potential to reach surface waters under any conditions. If your project includes dewatering, you must include dewatering plans and discharge locations in your site Stormwater Pollution Prevention Plan. Location of Outfall into Surface Waterbody Enter the outfall identifier code,waterbody name,and latitude/longitude of the point(s)where the site has the potential to discharge into a waterbody(the outfall). Enter all locations. • Include the names and locations of both direct and indirect discharges to surface waterbodies,even if the risk of discharge is low or limited to periods of extreme weather.Attach a separate list if necessary. • Give each point a unique 1-4 digit alpha numeric code. This code will be used for identifying these points in WQWebDMR. • Some large construction projects(for example,subdivisions,roads,or pipelines)may discharge into several waterbodies. • If the creek or tributary is unnamed, use a format such as"unnamed tributary to Deschutes River." • If the site discharges to a stormwater conveyance system that in turn flows to a surface waterbody,include the surface waterbody name and location. Outfall Identifier Code.These Surface Waterbody Name at the Latitude Longitude cannot be symbols.(Maximum Outfall Decimal Degrees Decimal Degrees of 4 characters 0 0 0 1 West Branch Hylebos Creek 47.300575°N -122.311246°W °N °W °N °W If your site discharges to a waterbody that is on the impaired waterbodies list(e.g.,303(d)list)for turbidity,fine sediment,high pH,or phosphorus, Ecology will require additional documentation before issuing permit coverage and these sites will be subject to additional sampling and numeric effluent limits(per Permit Condition S8).Ecology will notify you if any additional sampling requirements apply.Information on impaired waterbodies is available online at:http://www.ecy.wa.gov/programs/wq/303d/index.html. ECY 020-87a (Rev. 12/14) Form Page 3 Before signing, please use the following checklist to ensure this form is complete: ® All spaces on this form have been completed(attach additional sheets if necessary). • The transfer form is signed by both the current permittee and the new permittee(s). ® New Operator/Permittee: Before you submit this form to Ecology,please retain a copy for your records—this will serve as proof of permit coverage until documentation arrives from Ecology. ❑ For partial transfers: If the original permittee no longer owns or controls any portions of the site that meet the criteria for termination,the original permittee must submit a Notice of Termination to terminate permit coverage. (http://www.ecv.wa.gov/biblio/ecy02087.html) ❑ For sites with contaminated soils/groundwater or a new discharger to an impaired waterbody: Any special provisions to protect water quality put in place at the time of initial coverage have been reviewed and adopted by the new permittee. VIII.Certification of Permittee °I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." tre‘i■AXAPAA:" .46 61Ak Printed/T •e ► 4� Company(operator/permittee only) Title -411,„ 7i Vtig Signature of Operator/Pemmittee Date *Signature of Operator!Permittee requirements: A. For a corporation:By a principal executive officer of at least the level of vice president. B. For a partnership or sole proprietorship: By a general partner or the proprietor, respectively. C. For a municipality,state,federal,or other public facility: By either a principal executive officer or ranking elected official. Please sign and return this document to the following address: Washington Department of Ecology-Stormwater PO Box 47696 Olympia,WA 98504-7696 If you have questions about this form,contact the following Ecology staff: Location Contact Name Phone E-mail City of Seattle,and Kitsap, Pierce,and Thurston counties Josh Klimek 360-407-7451 josh.klimek(a.ecv.wa.gov Island, King,and San Juan counties Clay Keown 360-407-6048 clay.keown(aecy.wa.gov Adams,Asotin, Columbia, Ferry, Franklin,Garfield,Grant, Shawn Hopkins 360-407-6442 shawn.hopkins(a.ecy.wa.gov Lincoln, Pend Oreille,Skagit,Snohomish,Spokane, Stevens,Walla,Whatcom,and Whitman counties. Benton,Chelan,Clallam,Clark, Cowlitz, Douglas, Grays Joyce Smith 360-407-6858 joyce.smith @ecy.wa.gov Harbor,Jefferson, Kittitas, Klickitat, Lewis, Mason, Okanogan, Pacific,Skamania,Wahkiakum,and Yakima counties. To request materials in a format for the visually impaired,call the Water Quality Program at 360-407-6600,Relay Service 711,or TTY 877-833- 6341. ECY 020-87a (Rev. 12/14) Form Page 4 g r .v^ _— l-- •... :-:" "`t 4 4^�--,u✓ �,••.a4 �Y%�W '..!" ".., - .. '41-i+LLB -' 't r �wl9+t�JHr ,.'� 1�.,.,�" RT In t1�M�R '! ''; State of Washington Office of the Secretary of State r } Business Licensing Service Corporations Division ) �o LEGAL ENTITY REGISTRATION `.y k Unified Business ID #: 602 834 024 Business ID #: 1 t 4 Expires: 05-31-2016 At HENDERSON PARTNERS LLC 1001 4TH AVE STE 4500 a SEATTLE WA 98154 ` , I 4 ;� Domestic Limited Liability Company '`' Renewed by Authority of Secretary of State 4 . 1 ,,, ii REGISTERED TRADE NAMES: t't BEDROCK CONSTRUCTION NARROWS PACIFIC CONSTRUCTORS fiI NARROWS PACIFIC FRAMING t ! :•- } ' i kl ._ i. 4 (;>1; )r- (' !I P 1 ti I 4 By accepting this document the licensee certifies that information 1... provided on the renewal was complete,true,and accurate to the best of his or her knowledge,and that the company will stay in i/Igi. ._: compliance with all applicable Washington State regulations. Secretary of "_ • U a g o a ea N 0 O00 a bra 00 as W N 0 Q ° -b z 2 Zr m$ O � w Ii U I I r C) W • Z M 0 oo ° o ct 4 o ° Q zxQ O w aa ¢ � ��;y iy�':��nr Yk� � HENDERSON PARTNERS,LLC 11302 Burnham Drive NW-Gig Harbor,WA 98332-Offke(253)851-5895-Fu(253)851-1485 Company Reference Information Primary Business General Contractor Contractor License# HENDEPL922MQ Exp.Date 7/18/2016 Date of Business Name July 18,2008 Federal ID# 26-2875224 SIC Code 1531 UBI# 602-834-024 Labor&Industries# 160,983-00 Unemployment# 419570000 State Excise# A16 4421 13 Exp.Date 12/31/2015 Bonding Company Insurance Company American Contractors Indemnity United Specialty Insurance Company Company Policy Number: #BV01553434 Exp.5/14/2016 Umbrella:Navigators Insurance Company Policy Number: #SE15EXC8103861V Exp.5/14/2016 Bonding Agent: Insurance Agent: Hentschell&Associates Hentschell&Associates 621 Pacific Ave,Suite 400 621 Pacific Ave.,Suite 400 Tacoma,WA 98402 Tacoma,WA 98402 (253)272-1151-Joanne Reinkensmeyer (253)272-1151-Tricia Hendrickson Renewal Date:5/15/2015 Bank&Branch Trade References Bank of America Addison Construction Supply Private Banking-Bellevue P.O.Box 9066 10500 NE 8th Street,Floor 5 Tacoma,WA 98490 Bellevue,WA 98004 Contact: Brenda Wahl Office: (360)479-4232 Contact: Fax: (360)479-0377 Kristi L.Auld Vice President Private Client Manager Conan Fuel (425)467-9779 10320 Burnham Dr.NW Gig Harbor,WA 98335 Contact: Dan Root Office: (253)851-9903 Fax: (253)851-6484 Ferguson Waterworks 2042 South 112th Street Tacoma,WA 98444 Contact: Matt Nutsch Office: (253)538-8295 Fax: (253)531-9910 Holroyd Company PO Box 39009 Lakewood,WA 98496 Contact: Dianna Office: 253-474-0725 Fax: 253-474-3140 o / E 8 = tLi° / / § § \ { % } 2 ( \ \ 9 » / / 0 C / - 3 ƒ 2 § ' u E / / ± ) r g 2 / / 7 6 \ a 5 E $ ■ > Cr) < 2 S / r 5 K \ / o z (N (NI z z O. 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