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AG 13-144RETURN TO: \ co— EXT: 0'�1 O i CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIv: 2. ORIGINATING STAFF PERSONYEI TANG EXT: 2751 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 o RESOLUTION )( CONTRACT AMENDMENT (AG #): 13-144 ❑ INTERLOCAL ❑ OTHER i'MAnac Dr 1 r'a 5. PROJECT NAME: S. 356TH ST. REGIONAL STORMWATER FACILITY RETROFIT 6. NAME OF CONTRACTOR: LLOYD ENTERPRISES, INC. ADDRESS: P.O.BOX 3889, FEDERAL WAY WA 89063 TELEPHONE:253 -874 -6692 E -MAIL: FAX: SIGNATURE NAME: RANDY LLOYD TITLE: VICE PRESIDENT 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 CFW LICENSE # BL, EXP. 12/31/_ UBI # , EXP. —/—/— I 8. TERM: COMMENCEMENT DATE:JULY 2, 2013 COMPLETION DATE: 12131 L-6111-5 9. TOTAL COMPENSATION: $ NO CHANGE (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: $ I6Y. 400". 419WT / 113 ❑ YES ❑ NO IF YES, $ ❑ PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT/ CONTRACT REVIEW 4 PROJECT MANAGER ❑ DIVISION MANAGER "I EPUTY DIRECTOR DIRECTOR `❑ RISK MANAGEMENT (IF APPLICABLE) /�AW DEPT INITIAL / DATE REVIEWED 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING f_ El SENT TO VENDOR/CONTRACTOR DATE SENT: (a La5L4- ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS LAW DEPT ❑ CHIEF OF STAFF ° SIGNATORY (MAYOR OR�DIRECTOR CITY CLERK ASSIGNED AG # SIGNED COPY RETURNED PETURN ONE ORIGINAL COMMENTS: P vuc,i i-ru �% a C)DII =TT.7 A i C INITIAL / DATE SIGNED DATE SENT: PAID BY: ❑ CONTRACTOR ❑ CITY INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC'D: -i It II* 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG 13 -144 CH 002 June 30, 2014 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE S 3561h St. Regional Stormwater Facility Retrofit Lloyd Enterprises, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: The term of the Public Works Contract (Contract), as referenced by Section 2 of the Contract and any prior change orders thereto, shall be amended and shall continue until the completion of the Work, which shall be no later than June 30, 2014 to complete, except for the one -year plant establishment period, which shall be no later than December 31, 2015'..o complete ("Amended Term'). 44r_�_� The time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by 549 Calendar Days, from June 30, 2014 thru December 31, 2015. Contract term to be extended while working days remaining will be unchanged. 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 LUMP SUM: INCREASE $ 0 TOTAL NET CONTRACT: INCREASE $ 0 ® Yes ❑ No ® Yes ❑ No DECREASE $ 0 DECREASE $ 0 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. This agreement shall settle and resolve any and all i sues, including but not limited to, direct and indirect cost and schedule impacts, associated with this work, un,s noted otherwise within this agreement. CONTRACTOR'S 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.14 DIRE TOR'S DATE SIGNA URE *Adjustments: $ 775,191.07 $ 0 $ 0 $ 0 $ 775,191.07 ❑ INCREASED $ N A ❑ DECREASED $ N/A Y- THIS - ADJUSTED - AMOUNT: -$ - -N -A - - DIRECTOR'S SIGNATURE RETURN TO: u6� CrA- EXT: 0-7 0 t CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS / 2. ORIGINATING STAFF PERSON:FEI TANG EXT: 2751 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 JQ CONTRACT AMENDMENT(AG #): (3- 144 ❑ INTERLOCAL ❑ OTHER C hAnaG ar I r a 5. PROJECT NAME: S. 356TH ST. REGIONAL STORMWATER FACILITY RETROFIT 6. NAME OF CONTRACTOR: LLOYD ENTERPRISES, INC. ADDRESS: P.O.BOX 3889, FEDERAL WAY WA 89063 TELEPHONE:253 -874 -6692 E -MAIL: FAX: SIGNATURE NAME: RANDY LLOYD TITLE: VICE PRESIDENT 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 CFW LICENSE # BL, EXP. 12/31/ UBI # , EXP. /_ /_ 8. TERM: COMMENCEMENT DATE:JULY2,2013 COMPLETION DATE: I2La1115 9. TOTAL COMPENSATION: $ NO CHANGE - ils,Lg1 p'( (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: 10. DOCUMENT/ CONTRACT REVIEW 4 PROJECT MANAGER ❑ DIVISION MANAGER >l EPUTY DIRECTOR DIRECTOR `❑ RISK MANAGEMENT (IF APPLICABLE) AW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: IoI�SI14' ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS W LAW DEPT ❑ CHIEF OF STAFF SIGNATORY (MAYOR ORFDIRECTOR CITY CLERK YASSIGNED AG # SI NED COPY RETURNED �ETURN ONE ORIGINAL COMMENTS: (( INITIAL / DATE SIGNED INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC'D: '1 h I* 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG 13 -144 CH 002 June 30, 2014 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE S356 1h St. Regional Stormwater Facility Retrofit Lloyd Enterprises, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: The term of the Public Works Contract (Contract), as referenced by Section 2 of the Contract and any prior change orders thereto, shall be amended and shall continue until the completion of the Work, which shall be no later than June 30, 2014 to complete, except for the one -year plant establishment period, which shall be no later than December 31, 2014 to complete ("Amended Term'. The time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by 549 Calendar Days, from June 30, 2014 thru December 31, 2015. Contract term to be extended while working days remaining will be unchanged. 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 $ 0 DECREASE $ 0 TOTAL NET CONTRACT: INCREASE $ 0 DECREASE $ 0 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. This agreement shall settle and resolve any and all i sues, including but not limited to, direct and indirect cost and schedule impacts, associated with this work, uns noted otherwise within this agreement. CONTRACTOR'S SIGNATURE DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY 'S *Adjustments: 0INCREASED ❑ DECREASED PAY THIS ADJUSTED AMOUNT DATE $ 775,191.07 $ 0 $ 0 $ 0 $ 775 191.07 $ NA $ NA $ NA DIRECTOR'S SIGNATURE RETURN TO: < IPss i C 0. EXT: a l o CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT. /DIV: 2. ORIGINATING STAFF PERSON: FEI TANG EXT: 2751 3. 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 X CONTRACT AMENDMENT (AG #):_13 -144_ ❑ INTERLOCAL ❑ OTHER 5. PROJECT NAME: A 356m ST. REGIONAL STORMWATER FACILITY RETROFIT 6. NAME OF CONTRACTOR: _LLOYD ENTERPRISES, INC. ADDRESS: P.O.Box 3889, FEDERAL WAY WA 98063 TELEPHONE 253- 874 -6692 E -MAIL: FAX: SIGNATURE NAME: RANDY LLOYD TITLE VICE PRESIDENT 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: JULY 2 2013 COMPLETION DATE: AP 5 2014 (A IF 9. TOTAL COMPENSATION $ OdA no c,hanAt (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - AT ACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED ❑ YES ❑ NO IF YES, $ ❑ PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT /CONTRACT REVIEW INITIAL/ DATE REVIEWED ACS PROJECT MANAGER ?QDIRECTOR Z z 1 ❑ RISK MANAGEMENT (IF APPLICABLE) LAW 11. COUNCILAPPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: PAID BY. ❑ CONTRACTOR ❑ CITY INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING • SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS 0 LAW DEPARTMENT [ SIGNATORY (MAYOR O D CTOR 1K CITY CLERK ASSIGNED AG# ❑ SIGNED COPY RETURNED COMMENTS: INITIAL/ DATE SIGNED f �nFA 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG 13 -144 CH 001 _FEBRUARY 18, 2014_ PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE S 356TH ST Regional Stormwater Facility Retrofit Lloyd Enterprises, Inc PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: The time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by 77 Calendar Days, from April 15`" thru June 30'', 2014. Contract term to be extended while working days remaining will be unchanged. 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 $ 0 DECREASE $ 0 TOTAL NET CONTRACT: INCREASE $ 0 DECREASE $ 0 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. This agreement shall settle and resolve any and all issues, including but not limited to, direct and indirect cost and schedule impacts, associated with this work, unless noted otherwise within this agreement. CONTRACTOR'S DIRECT R'S SIGNATURE SIGNATURE DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS s131 1 DA *Adjustments: $ 775,191.07 $ 0 $ 0 $ 0 $ 775,191.07 CHANGE ORDER ESTIMATE IS HEREBY ❑ INCREASED $ N/A ❑ DECREASED$ N/A PAY THIS ADJUSTED AMOUNT: $ N/A DIRECTOR'S SIGNATURE CHANGE ORDER AGREEMENT 1 1 /10 �TU�v To: J r' �,�.,� � ExT: �Z � v Z. CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM L ORIGINATING DEPT/DIV: PUBLiC WORKS / ORIGINATtNG STAFF PERSOtY: ��L' ��1�� EXT: Z�S I 3. DATE REQ. BY:_ T/Y� E OF DOCUMENT (CHECK ONE): �' I;ONTRACTOR SELECTION DOCUMENT (E.G., FB P, RFQ) I.3 r I b� �PUBLIC WORKS CONTRACT ❑ SMALL OR L[MITED PUBL[C WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVtCE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUIV�NTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG#): ❑ INTERLOCAL ❑ OTHER PROJECT NAME: S 3'ra� ���c S�11 6. 1vAME OF ADDRESS: SIGNATURE NAME: C.- TELEPHONE: L�3- `67y - (ob � ` Fax: TiTLE: �it �e- �9� �+^ EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFiCATE ❑ ALL OTHER REFERENCED EXHIBITS r'�PROOF OF AUTHORITY TO SIGN ❑ REQUIRED L[CENSES ❑ PRIOR CONTRACT/AMENDIv1ENTS CFW LICENSE # I OL13X(��� BL, EXP. 12/31/ �J UBI # ��11 l`�1�� � 2 , EXP. �/�/ JS TERM: COMMENCEMENTDATE:_� S1�►^�c..�l�.��- COMPLETIONDA►'E: `��SII LI TOTAL COMPENSATION: $��_) I�I I� C7 � (INCLUDE EXPENSES AND SALES TAX, [F ANY) ([F CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOL[DAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO [F YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: �� "'I � � I l/ �/ , !� / + � `T �� + � "" `�`-� 10. DOCUMENT / COKTRACT REVIEW ❑ PROJECT MANAGER �D[VISION MANAGER DEPUTY DtRECTOR DIRECTOR '�'Y� RISK MANAGEMENT (IF APPL[CABLE) ,�y LAW DEPT 7� �� ' � ������ ..!!y►� �. � l�L,�;e�'�G.�-T1� INITIAL / DATE APPROVED � / � � sr _= ► ,,� �i�_! .•� . 11. COUNCIL APPROVAL (IF APPLICABLE� COMMITTEE APPROVAL DATE: 12. CONTRACT S[GNATURE ROUTING I� ❑ SENT TO VENDOCt/CONTRACTOR DATE SENT: �1 � ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, L[CENSES, EXHIBITS �I��`�LAW DEPT ❑ S[fiNATORY (MA� YOROR DIRECTOR) ❑ CITY CLERK ❑ ASSIGNED AG # ❑ SiGNED COPY RETURNED ❑ RETURN ONE ORIG[NAL �i S u IN AL / DATE SIGNED � ' � . AG# ' DATE S ENT: �I ' Z' I COUNCIL APPROVAL DATE: I � DATE REC'D: � `` - � (� J Fill airt • Gr�vei `� � ��;� Crushed Rack • Trap Soii �, � � ! N T ! R P R� 1 f ! S. 1 N C LLC?YDI*238 G2E3 CORPORATE RESQLUTION OF AUTHORITY LLOYD ENTERPRISES, INC. DAN L. LLOYD .......:.....::,:..PRESIDENT RANDY D. LLOYD....>.....,,VICE PRESIDENT LUANN DAViS ......�,��....:.CORPORATE SECRETARY JON P. PETERSON..:,.....>;TREASURER Dump Trucks and Trailers Loaders and Dozers RESOLVED, that each of the authorized persons acting alone may on behalf of the corporation_ 1. Open and deposit funds into any checking, sauings or other time deposit account, or any certificate of deposit. 2. Obligate the corporation to contracts and other agreements with the bank related to deposits of funds and other financial services. 3. Deposit to this Corporation's account (and provide any endorsements for that purpose) any negotiable item payable to the corporation. 4. Negotiate land purchase and sale agreements. RESOLVED, that in addition any one of these authorized persons may on behalf of this Corporation: 1. Write any check, draft and/or advice of debit. 2. Withdraw funds from any checking, savings or time deposit account or any certificate of deposit. 3. Cash, endorse or deposit to an account of other than the Corporation, any negotiable item payable to this Gorporation. 4. Otherwise act for the Corporation with respect to any other contract or agreement. 1, Luann Davis, Corporate Secretary of Lloyd Enterprises, Inc., certify that this resolution has been adopted by the Board of Directors of this Corporation at a meeting held on January 10, 2013. � ��, �� Secretary Signature (-10��0l3 Dated PO Box 3889 Federal Way, WA 98063-3889 Fax: 253-838-0103 Phone: 253-8'74-6692 / 253-927-0416 Original Contract #1 __ GITY OF � � � � � � BID AND CONTRACT DOCUMENTS ' 1 � SPECIFICA TIONS FOR S. 356th St. Regional Stormwater Facility Retrofit Construction Project FUNDED IN PART BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY'S FY2011 STORMWATER RETROFIT AND LID COMPETITIVE GRANT PROGRAM GRANT NO. G1200017 RFB # 13-106 City of Federa/ Way Pub/ic Works Department 33325 Eighth A venue South Federa/ Way, WA 98003 Mai/ing Address: City of Fede�a/ Way Pub/ic Works Department 33325 Eighth Avenue South Federa/ Way, WA 98003-6325 ��. BID AND CONTRACT DOCUMENTS AND SPECIFIEATIONS FOR S. 356th St. Regional Stormwater Facility Retrofit Construction Project RPB #'Z3-106 Bids Accepted Until 3:00 p.m., May 20, 2013 Bids Opened 3:10 p.m., May 20, 2013 AT: City of Federal Way Hylebos Conference Room 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: Public Works Department CITY OF FEDERAL WAY, WASHINGTON .: 4 . „ . , .; e: d . � F . . - � §' , sr ,� ",'r i �a' � b .�a�� a s.� �ri u I a � � r � .�- ��� n :�,4... . � , ,; � ,. Y�� ! ° t �� _ _.. .. . . ... .. . . .. . . . . , . . �"° � .a �. ' City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 2 RFB ver. 1-08 ���. �� " I /'1� �� �� x,�,�y�� � Y y'y, A � . . �"....�. � 1�-��� � �__ _.� �,v ��� sa��� .�� �}QN� L �'��," RFB # 13-106 2013 TABLE OF CONTENTS PAGE PUBLIC NO'TICE — REQUEST FOR BIDS .......................................................................4 BIDDER'S CHECKLIST .................................................................................................6 SECTION 1: INSTRUCTIONS TO BTDDERS ...................................................................8 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS .............................15 NO BID RESPONSE FORM (AttachmentA) ................................................................Z2 BIDFORM (Attachment B) ........................................................................................23 BID SCHEDULE (Attachment C) ................................................................................25 BID SIGNATURE PAGE (Attachment D) .....................................................................31 BIDBOND FORM (Attachment E) ..............................................................................32 SUBCONTRACTOR LIST (Attachment F) .................................................. 33 .................. COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) .......................34 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) .....................................36 PUBLIC WORKS CONTRACT (Attachment I) ..............................................................37 (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 AMENDMENTS TO THE STANDARD SPECIFICATIONS ..........................SALMON PAGES SPECIAL PROVISIONS .............................................................................. BLUE PAGES STANDaRD PLANS, DETAILS AND PRO]ECT SIGN DETAItS (WHITE).......QPPENDIX A PREVAILING WAGES AND BENEFIT CODE KEY (PINK) .............................APPENDIX B PERMITS AND AGENCY APPROVALS (GOLD) ............................................APPENDIX C SOIL BORING LOGS AND GW MONITORING RECORD (GREENj ................APPENDIX D City of Federal Way ' S. 356�'' St. Regional Stormwater Facility Retrofit Construction Project Page 3 RFB ver. 1-08 ' RFB # 13-106 2013 CITY OF FEDERAL WAY REQUEST FOR BIDS 5 356th St. Regional Stormwater Facilitv Retrofit Canstruction Proiect RFB # 13-106 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through May 20, 2013, until 3:00 p.m., at the City Hall Purchasing Office or by US Mai) at City of Federal Way, Purchasing Office, 33325 8th Avenue South, Federal Way, Washington 98003. Proposals received after 3:00 p.m. on said date will not be considered. BID OPENING: All bids for this RFB will be opened and read publicly aloud at 3:10 p.m. on May 20, 2013, at the Hylebos Conference Room, 33325 8�' 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. DESCRIPTION OF WORK: This project shall consist of improvements to a regional stormwater facility located at the northeast quadrant of the intersection of Pacific Highway South with S. 356�h Street. Work includes construction of a wetland pond and two bioretention areas, including associated conveyance systems, modification of the inlet/outlet control system for the existing detention pond, and landscape installation. The Contractor shall complete all work within 60 working 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 Purchasing Office of the City of Federal Way. Bid documents may be obtained from the Purchasing Department at (253) 835-2526. Any questions concerning the description of the work contained in the contract documents must be directed to Fei Tang, P.E., SWM Project Engineer, by facsimile at (253) 835-2709, or by letter addressed to Fei Tang, P.E., SWM Project Engineer, prior to bid opening date. PURCHASE OF BID DOCUMENTS: Bidders may purchase copies of the Bidding Documents (half-size plans) in person, or by mailing a Twenty-Five and no/100 Dollars ($25.00) (non-refundable) check or cashiers' check payable to the City of Federal Way, 33325 8th Avenue South, Federal Way, WA 98003-6325, phone (253) 835- 2526. If purchasing by mail, please indicate your request for Bidding Documents for RFB #13-106, S. 356th St. Regional Stormwater Facility Retrofit Construction Project. Informational copies of maps, plans, and specifications are available for review at the Public Works Department, Federal Way City Hall, 33325 8`h Avenue South, Federal Way, Washington. City of Federal Way S. 356'" St. Regional Stormwater Facility Retrofit Construction Project Page 4 RFB ver. 1-08 RFB # 13-106 2013 ' ' ! 1 � 1 ' ' ' � � ■ I Bidding Documents are also available for review at the following Plan Centers: Daily Journal of Commerce, Attn: Plancenter.com, 83 Columbia St, Suite 200, Seattle, WA 98104 Daily Journal of Commerce Project Center, 921 SW Washington St, Suite 210, Portland, OR 97205 McGraw Hill, 3461 NW Yeon Avenue, Portland OR 97210 Cora Inc. — Plan Center, 10002 Aurora Avenue North, #36, PMB 334, Seattle, WA 98133 Reed Construction Data, 30 Technology Parkway South, Suite 100, Norcross, GA 30092 Builders Exchange of Washington, 2607 Wetmore Avenue, Everett, WA 98201 Contractor Plan Center, 5468 SE International Way, Milwaukie, OR 97222 Contractor's Resource Center, 2301 So Jackson Street, Suite 1016, Seattle, WA 98144 iSqFt Planroom, c/o Cascade A&E 235 9�h Ave. North, Seattle, WA 98109 — ore on- washingtonCa�isqft.com 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.FR., Department of Transportation, Subtitle A, O�ce 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 contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 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. ' STATE INTEREST EXCLUSION: It is anticipated that this project will be funded in part by the Washington State Department of Ecology's FY2011 Stormwater Retrofit and LID Competitive Grant program. Neither the State of ' Washington nor any of its departments or employees are, or shall be, a party to any contract or any subcontract resulting from this solicitation for bids. ' LJ ❑ � RESERVATION OF RIGHTS: 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 bid after the hour set for the opening thereof unless the award is delayed for a period exceeding thirty (30) days. Dated the ist day of May, 2013. Dates of Publication: Federal Way Mirror: May 3, 2013, May 10, 2013 Daily )ournal of Commerce: May 4, 2013, May 11, 2013 City of Federal Way ' S. 356'h St. Regional Stormwater Facility Retrofit Construction Project Page 5 RFB ver. 1-08 C RFB # 13-106 2013 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 B) The Bid Form shall be completed and fully executed; including filling in the total bid amount. ❑ Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. ❑ Bid Sianature Pagg (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. ❑ Bid Bond Form (Attachment E) 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 F) The Subcontractor List shall be filled in by the bidder. (This section may/may not apply) ❑ Combined A�davit and Certification Form (Attachment G) This form must be subscribed to and sworn before a Notary Public and notarized. ❑ Contractor's Comaliance Statement (Attachment H) 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 identifi�r number and, as applicable, an employment security department number and state excise tax registration number. ❑ MBE/WBE Subcontractor's List All prospective bidders must provide a list of the MBE/WBE subcontractors they intend to use during the project. City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 6 RFB ver. 1-08 RFB # 13-i06 2013 ' ' ' � ' , ' ' �� l_J , , ■ J � l ' , SUCCE55FUl 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 I) The successful bidder will fully execute and deliver to the City the S. 356th St. Regional Stormwater Facility Retrofit Construction Project 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 Emnlovment 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 af 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 ' S. 356"' St. Regional Stormwater Facility Retrofit Construction Project Page 7 RFB ver. 1-08 �I' RFB # 13-106 2013 SECTION 1: INSTRUCTIONS TO BIDDERS 1-1 Time and Place for Submission and Opening of Bids Sealed bids must be submitted by 3:00 p.m. local time on May 20, 2013, 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 Hylebos Conference Room on May 20, 2013, at 3:10 p.m. local time. 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. If, after reviewing this document the bidder chooses not to submit a bid, the bidder may complete and return the "No Bid Response Form" provided as Attachment "A" by the date and time indicated above. 1-2 Bid Form Bids shall be made on the "Bid Form", Attachment "6" 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 Dus 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. City of Federal Way S. 356'h St. Regional Stormwater Facility Retrofit Construction Project Page 8 RFB ver. 1-08 RFB # 13-106 2013 , , 1-5 Modification of Bid ' A modification of a bid already received will be considered onl�r 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. t 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. Clli , CI � L L l_.J � LJ 1-7 Interpretation of Bid and Contrart 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-� 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. AI1 Washington State sales tax and all other government taxes, assessments and charges shal! 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 City of Federal Way ' S. 356'h St. Regional Stormwater Facility Retrofit Construction Project Page 9 RFB ver. 1-08 u RFB # 13-106 2013 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. 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 Ciry, 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 ta submit the Affidavit of Non-Collusion (Attachment G) with their bids. 1-14 Evaivation 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 City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project Page 10 RFB ver. 1-08 RFB # 13-106 2013 ' ' 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 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. d. All bidders are encouraged to utilize certified minority-owned and women- owned businesses to the extent possible in the performance of this contract — see Special Provisions Section 1-07.11(1) for specific requirements. 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 City of Federal Way ' S. 356ih St. Regional Stormwater Facility Retrofit Construction Project Page 11 RFB ver. 1-08 1 RFB # 13-106 2013 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 perform, such as firm commitments by subcontractors, equipment, supplies and facilities, and the bidder's ability to obtain the necessary personnel. d. The bidder shall provide a list of the MBE/WBE subcontractors they intend to use during the project. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(1) and (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 Ciry 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 sueh bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The �ty reserves the right to reject such bid. 1-16 Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA— No Bid Response Form, if applicable. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 12 RFB ver. 1-08 RFB # t3-106 2013 B. Attachment B— Bid Form. C. Attachment C— Bid Schedule. D. AttachmentD— Bid Signature Page. E. Attachment E— Bid Bond Form. F. Attachment F— Subcontractor List. (May Not Apply) G. Attachment G— Combined Affidavit and Certification Form. H. AttachmentH— Contractor's Compliance Statement. I. MBE/WBE Subcontractors List. 1-17 Conflicts of Interest and Noncompetitive Practices By submitting a bid, the Contractor agrees as follows: 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 B, "Bid Form", or a bid bond in the form of Attachment E 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 City of Federal Way ' S. 356"' St. Regional Stormwater Facility Retrofit Construction Project Page 13 RFB ver. 1-08 ' RFB # 13-106 2013 damages in case the bidder fails, neglects or refuses to �nter 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 E, "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 E, "Bid Bond': Any questions as to the qualification of the banking institution or instruction shall be submitted to the �ty 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 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 Authori2ed 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 surery 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 surery in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a pertormance 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 substantiai 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 City of Federal Way S. 356'h St. Regional Stormwater Facility Retrofit Construction Project Page 14 RFB ver. 1-08 RFB # 13-106 2013 ' ' � ' , ' ' ' ' � u 1J 1� ' ' l__J ' shall be submitted within fve (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 3332S 8th Ave. S. Federal Way, Washington 98003-6325 Attention: Bid Protest -- S. 356th St. Regional Stormwater Facility Retrofit Construction Project, RFB # 13-106 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 furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the Mayor or his or her designee. If the decision is appealed, then the subsequent determination of the Mayor or his or her designee shall issue within five (5) days of the Mayor's receipt of the appeal and shall be final and conclusive. D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall result in rejection thereof by the City. 1-21 State Interest Exclusion It is anticipated that this project will be funded in part by the Washington State Department of Ecology's FY2011 Stormwater Retrofit and LID Competitive Grant program. Neither the State of Washington nor any of its departments or employees are, or shall be, a party to this contract or any subcontract. 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. City of Federal Way ' S. 356« St. Regional Stormwater Facility Retrofit Construction Project Page 15 RFB ver. 1-08 � RFB # 13-106 2013 The Contractor represents that it has or will obtain all personnel and equipment required to perform the services hereunder. Such personnel shall not be employees of the City. The Contractor's perFormance under this contract will be monitored and reviewed by Fei Tang, P.E., SWM Project Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Fei Tang, P.E., SWM Project Engineer, 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 2-4 2-5 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, Bid Schedule, Instructions to Bidders, Bid Bond, S. 356th St. Regional Stormwater Facitity Retrofit Construction Project Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Technical Specifications, Addenda and Change Orders, and the S. 356th St. Regional Stormwater Facility Retrofit Construction Project Special Provisions, Contract Plans, applicable Amendments to the Standard Specifications, Standard Plans and Details, Prevailing Wage Rates and Benefit Code Key, Permits and Agency Approval, Soil Boring Logs. 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. 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 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. 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 City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 16 RFB ver. 1-08 RFB # 13-106 2013 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. 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 2-7 2-8 2-9 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. 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. Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. 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 , City of Federal Way , S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 17 RFB ver. 1-08 ' RFB # 13-106 2013 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 f�deral 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 parly. 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. 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 I, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 18 RFB ver. 1-08 RFB # 13-106 2013 ❑ ❑ ' 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. C� 2-16 Patents, Copyrights and Rights in Data Any patentable resu{t 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 ofiher 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. Z-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 demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, materials, computer programs or equipment in lieu City of Federal Way ' S. 3561h St. Regional Stormwater Facility Retrofit Construction Project Page 19 RFB ver. 1-08 ' RFB # 13-106 2013 thereof of equal efficiency, quality, finish, suitabiliry and �narket value, and satisfactory in all respects to the City. 2-18 Disputes, Claims and Appeals Questions or claims regarding meaning and intent of the contract or arising from this contract, shall be referred by the Contractor in writing to the Purchasing Coordinator for decision within five (5) days of the date in which the Contractor knows or should know of the question or claim. The Purchasing Coordinator will ordinarily respond to the Contractor in writing with a decision, but absent such written response, the question or claim shall be deemed denied upon the tenth (10th) day following receipt by the Purchasing Coordinator. In the event the Contractor disagrees with any determination or decision of the Purchasing Coordinator, the Contractor shall, within fifiteen (15) days of the date of such determination or decision, appeal the determination or decision in writing to the Mayor. Such written notice or appeal shall include all documents and other information necessary to substantiate the appeal. The Mayor will review the appeal and transmit a decision in writing to the Contractor within thirty (30) days from the date of receipt of the appeal. Failure of the Contractor to appeal the decision or determination of the Purchasing Coordinator within said 15-day period will constitute a waiver of the Contractor's right to thereafter assert any claim resulting from such determination or decision. Appeal to fihe Mayor shall be a condition precedent to litigation hereunder. All claims, counterclaims, disputes and other matters in question between the City and the Contractor that are not resolved between the Purchasing Coordinator and the Contractor will be decided in the Superior Court of King County, Washington, which shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. This contract shall be interpreted and construed in accordance with the laws of the State of Washington. Pending final decision of the dispute hereunder, the Contractor shall proceed diligently with the performance of the contract and in accordance with the direction of the Purchasing Coordinator. Failure to comply precisely with the time deadlines under the paragraph as to any claim, shall operate as a release of that claim and a presumption of prejudice to the City. 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 City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project Page 20 RFB ver. 1-08 RFB # 13-106 2013 � ' 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. � ' ' CI , , �J ' ' , ' �� ' ' City of Federal Way RFB # 13-106 ' S. 356`" St. Regional Stormwater Facility Retrofit Construction Project Page 21 2013 RFB ver. 1-08 � Attachment A NO BID RESPONSE FORM When submitting a'�No Bid", mail this completed form to Federal Way Purchasing. 33325 8th Avenue South Federal Way, Washington 98003-6325. Be sure the form is in a sealed envelope with the bid number and bid title indicated on the outside of the envelope. The form must be received by the date and time specified for the bid opening as indicated in Section 1-1. Failure to return this form if not submittina a formal bid�may result in your firm being removed from the City's master bidder's mailinq list. Bid Number: RFB No. 13-106 Bid Title: ❑ Cannot comply with specifications. ❑ Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodity involved. ❑ Other (please specify). Explanation of reason(s) checked: Check one of the following: ❑ WE DO ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name• Address: Phone: Signature Date Name (Type or Print) Title City of Federal Way RFB # 13-106 S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 22 2013 RFB ver. 1-08 ! 1 i LI� � , ' Attachment B . � CITY OF PEDERAL WAY S. 356th St Regiona) Stormwater Pacility Retrofit Construction Project � BID FORM Bidder: �.I D y d��-rP r► Se S� r�C., �ate: s � Za � 13 ITEM TOTAL BID AMOUNT � (including Washington State sales tax, all other nnvPrnment taX2S, assessments and char es To City Council Members City of Federa! Way 33325 8th Ave South Federal Way, Washington 98003-6325 BID AMOUNT ��, �°� � d� Pursuant to and in compliance with your advertisement for bids for construction of S. 356th St. Regional Stormwater Facility Retrofit Construction Project 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 S. 356th St. Regional Stormwater Facility Retrofit Construction Project, and hereby proposes to fumish 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 saies 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 �ty as liquidated damages in the event tMis bid is accepted by the City within forly-five (45) calendar days after the day of the bid opening and the undersigned fails to execute the S. 356th St. Regional Stormwater Facility Retrofit Construction Project Public Works Contract and to provide the required certificate of insurance to the �ty, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security wiN be returned to the undersigned. i,3 o nr� aHd.c�+ex�, Dollars ($ S`ro o� �o�}a� � Bond ar Certified Check The Bidder shall complete this entire Sid 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 informa i�tes or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. Receipt of the foNowing Addendums is hereby acknowledged: City of Federal Way ' S. 356`" St. Regional Stormwater Facility Retrofit Construction Project Page 23 RFB ver. 1-OS - , RFB # 13-106 2013 Addendum No. ` Addendum No. _ Addendum No. Date Issued: �1 � �% �� �3 Date Issued: Date Issued: . Co Y'[jorc��to�n Corporation/ I (De%te Two) t�o� pz � 23�Q`3 Bidder's State License No. �1►- o��l - ��a Bidder's State Tax No. City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project RFB ver. 1-08 �..t�yd. ��►-I�QriSeS lnc� Firm Name Signature vice. Presid�r�+- Title Page 24 RFB # 13-106 20i3 i ;,I � Attachment C BID SCHEDULE City of Federal Way 5. 356th St. Regional5tormwater Facility Retrofit Construction Project RFB No. 13-106 NOTE: Unit prices for all items, all extensions, and tota! amount of bid must be shown. Ail entries must be written in ink Show unit prices in both words and figures, and where conflict occurs, the written or typed words shall prevoil Afl unit prices shall include applicable sales tax. �TEM UNIT PRICE DOLLARS TOTAL AMOUNT No. SECTION q 17EM DESCRIPTION WITH UNIT PRICE IN WORDS un►I7 4�v. CEN75 oolWRS CENTS 1 SP 1-09.7 Mobilization �s 1 ' � ,��- � n,� l,,,,��►.x.�,,,� ���� .�-1,97� � �, 97a.-- Lump Sum ��'b� U-r1'1' 2 sP i-os.a Contractor Surveying �s 1 9, 3��� 9/ ���_� Lump Sum �Q� �Q�,vQ 3 sP i-oss Record Drawing and Asbuiit Survey i.s i Ye� c,�r�d�s vu,vrclur 3�675°`' 3(,7S°, ci Lump Sum - ��l, C�� � 4 SP 1-09.6 Force Account FA 1 $ 30,000.00 5 30,000.00 Thirt Thousand Dollars Per Force Account 5 ss i-ios Projed Temporary Traffic Control �s 1 �,�a3�' �,��a3°� Lum Sum . "�.Jl.�.-2� 1r (�Ol � 6 sa z-ois Clearing and Grubbing �s 1 �w o o v a,'-tqs°O a �i9s°D- Lump Sum i��� P� � 7 sr z-oi.s Removal of Structure and Obstruction �s i. -h-�o �s�,� 3, y�S°D 3, �i�s°°_ . Lump Sum �{�„� p�LL 8 sP i-oz.s Removing �Chain Link Fence �F 817 .S`s° L/, �/93 � Unit Price 9 sr z-oz.s Modify/Decommission Monitoring Well Ea 4 ���� � � -� p , `" 9� L/J c� �-- Unit Price S l.%C p 10 SP 2-03.5 Unclassified Excavation Ind. aul*' . cv 12816 I'Lt Cl0 Lla.rS o�n�1 �1 �. �. a� Ic�S;o91. � Unit Price 11 sa z-os.s Imported Berm Embankment Fill Incl. Haul* ron 3314 do � �a r I, 00 3, 31 y°O Unit Price ' � City of Federal Way S 356`h St. Regional Stormwater Facility Retrofit Construction Project RFB # 13-106 RFB ver. 1-08 Page 25 2013 � , ' � ITEM UNIT PRICE DOLLARS TOTAL AMOUNT No. SECTION It ITEM DESCRIPTION WITH UNIT PRICE IN WORDS UNIT 4n'. � CENTS DOLLARS CENTS 12 ss z-o9s Shoring or Extra Exc. CI. B sF 4379 w�t.n n-� O a� �� � ._ ._ Unit Price 13 ss z-ii.s Trimming and Cleanup � 1 Set�n+e.Q.r, o� � 17,57,� o0 17�583°�—° Lump Sum D� 14 ss a-oa.s Crushed Surfacing Base Course ron 160 � 3a°� 5���° , Unit Price 15 sP �-oi.s Underdrain System Ls i �- o+� �s� ���. 3a, 9�0 ° 3a, �60 °0 Lump Sum 16 sr �-oa.s Ductile Iron Storm Sewer Pipe 18 in. Diam. �F 169 C9!'�,2 i'U..tmdh�¢.ei .�tf� olp l i a�lA a� ��"l� � 111` Unit Price � 17 sr �-oa.s Corrugated Polyethylene Storm Sewer Pipe 8 In. Diam LF 106 �p o0 00 Unit Price �� ����� 18 sP �-oas Corrugated Polyethylene Storm Sewer Pipe 12 In. Diam �F 162 Unit Price � �lD °—° 6,y �?0 � 19 sa �-oa.s Corrugated Polyethylene Storm Sewer Pipe 18 In. Diam LF 250 � �6 ° �� 500 °_ Unit Price � 20 SP 7-04.5 Corrugated Polyethylene $torm Sewer Pipe 30 In. Diam �F 361 � _ ,� � °° 3� 76� �° Unit Price � 21 sr �-os.s Manhole 54 In. Diam. Type 3 Ea 1 u��t,� +�0� o �n�. ��c. L� �i�lo � �'/ �/�0 `�' 22 sr �-oss Catch Basin Type 1 with Beehive Grate EA 1 � � 0 9ya� 9�0 � Unit Price 23 sa �-os.s Catch Basin Type 1L EA i ����� r,��3°°- �,�73� Unit Price -�j�,� � 24 SP 7-05.5 Catch Basin Type 2 541n. Diam. With Flow Restrictor EA 1 �.+�,o��,.�a, �� �.�.� �3 a�9 °—° �° Unit Price _,r,,� � � 3; a99 -.- 25 sP �-oss Catch Basin Type 2 60 In. Diam. Flow Splitter Ea 1 -�,o�s�, .�,,���� 9, c��� �° 9, 0�6 � Unit Price , City of Federal Way S 3562h St. Regional Stormwater Facility Retrofit Construction Project RFB ver. 1-08 ' Page 26 RFB # 13-106 2013 � � ITEnn UNIT PRICE DOLLARS TOTAL AMOUNT No. SERION # ITEM DESCRIPTION WITH UNIT PRICE IN WORDS uNI7 4rr. CENTS DoLLARS CEN75 26 sa �-oss Modifying Existing Drainage Structure CB #E1 EA 1 o ur o �/O�NJ 6� ��� �i5 � Unit Price G� L�G�-i� 27 sP �-os.s Modifying Existing Drainage Structure CB #E2 EA 1 o ��a%7� ���%%� Unit Price •+�D�Q�I.J�.�' •D��4l1 dD 1 28 SP 7-05.5 Modifying Existing Drainage Structure CS #E3 eA 1 �p , o r� 3Saao�° 3���— Unit Price d0 � �Cl�f 29 ss �-os.s Connection to Drainage Structure EA 7 � �-�ous�,d► ��nd�.�l. �, 53� °% r0,�73��— Unit Price 30 ss �-os.s Plugging Existing Pipe E,a 1 I,c +e 6��1 � 67�1 °° Unit Price 31 ss �-izs Gate Valve 6 In. Ea 2 ►��� d� 9�0 � 1,�60 °°- Unit Price 32 sa a-ois Temporary Water PollutionJErosion Control t5 1 �� rur� 1�, 95v — 1 g� 95d ��--" Lump Sum 33 sa s-oi.s Seeding - Marsh Mix SY 4454 c�, o,-�,t / `�y G,y�3'b- Unit Price 34 sP a-oi.s Seeding - Native Swale Mix sv 1799 << � � 3o a,338 �o Unit: Price 35 sr s-oi.s Seeding - Native Pollinator Mix _ SY 3285 � 32 ��u .J 7� 6+J / � J Unit Price � 36 sv s-oi.s Temporary Erosion Control Blanket sv 1419 S�uP � �� �� yl� � Unit Price � 37 sP s-oi.s High Visibility Fence LF 267 � L/V ����o�o nit Price 38 sv s-ois Silt Fence �F 965 �l fi �s c��pOr,1 �S Unit Price 39 sP s-oz.s Topsoil Type A BSM SY 3263 a9 �`' 9b, �� Unit Price City of Federal Way S 356'h St. Regional Stormwater Facility Retrofit Construction Project- RFB ver. 1-OS Page 27 RFB # 13-106 2013 iTenn UNIT PRICE DOLLARS TOTAL AMOUNT No. SECTION # ITEM DESCRIPTION WITH UNIT PRICE IN WORDS UNIT Qrr. CENTS DoILARS CENTS 40 sP s-oz.s Coarse Compost sY 4064 �r �-u:en c�n�s � �� 1Sp36 go Unit Price 41 sP s-oz.s Wood Chip Mulch sv 1622 -tc.�o do «a s a°= 3, aH�l °� Unit Price 42 sa s-oz.s Permamatrix BSA �e 10218 d � t and s� �.+e�.n c�r�s j i6 , �� �5� �� Unit Price 43 ss s-ozs psiPE - Vine Maple EA 19 _ n,l.riQ Ci " �q o0 �.SI °- Unit Price 44 ss s-oz:s psiPE - Allegheny Serviceberry EA 14 -�a h .��.� a� 3 ��B °= 3, ��a °, ° Unit Price 45 55 s=oz.5 p i�lack Gum . EA 6 d�ol la.vJ �/9 °--° �9�1 °� Unit Price 46 ss a-ozs psiPE - PacificCrabapple EA 11 � �l.a rs � 3) � `� unit Price 9 � .�— 47 ss a-oz.s psiPE - Douglas Fir EA 4 12uncl�d Seu�.en �e lla �G7� �/a� � Unit Price 48 ss s-oz.s psiPE - Blue Giant Sequoia EA 3 �93°= 1,�79°�' � Unit Price 49 ss s-oz.s psiPE - Western Red Cedar EA 9 � l6�7 "° 963 °.� Unit Price 50 ss s-ois psiPE - Pacific Wax Myrtle ea 13 - �- ��� a�� � 3��� Unit Price 51 ss s-oi.s psiPE - C�lossy Abelia EA 39 -�w�r� O '�J °°— �I7S°�--° Unit Price 52 ss s-o2.s psiPE - Orchid Rockrose EA 106 d� �ars 9 �°—° 9S�I�° Unit Price 53 ss a-oz.s psiPE - Redtwig Dogwood Ea 90 pp .� � i `-1 — l, a6o � . Unit Price City of Federal Way S 356`" St. Regional Stormwater Facility Retrofit Construc6on ProjecT RFB ver. 1-08 Page 28 , RFB # 13-106 2013 1 , � � � IrEM UNIT PRICE DOLLARS TOTAL AMOUNT No. SECTION # ITEM DESCRIPTION WITH UNIT PRICE IN WORDS UNIT 4�rv. CENTS DoLLARS CENTS � 68 SP 5-03.5 irrigation System LS 1 +h ►r�C -+wo +ho� sc�r.� +h,re h►-�d ed 3a, 30��' 3�, 300 °.�° Lump Sum Ol� (�0.iS 69 ss s-izs Chain Link Fence type 3 �F 983 rur� . �.�c.u.e..rV r` 9� 1�,7�5 3 Unit Price �,il 70 sv s-iz.s Chain Link Fence type 3 with Barbed Wire �F 330 �� Sb �,%s� Unit Price 71 ss a-iz.s Single 6 Ft. Chain Link Gate Ea 2 � - �173 °� 9�-16 °�= . U it Price 72 ss s-izs Double 14 Ft. Chain Link Gate EA 2 " t 6�3°�--° I, 366 °—° Unit Price 73 ss s-iz.s End, Gate, Corner, and Pull Post for Chain Link Fence EA 17 fS� O° �6� Q°- � Unit Price � 74 ss a-is.s Quarry Spalls Torv 47 SD °—° �j3J� ° U t P ce 75 SP 8-26.2 Permeable Paver sF 1520 . o� �5�' a3,`-168� nit Price All unit prices shall include applicable sa/es tax (SP 1-07.2) Sales Tax (DON'T AQD.SAI:ES TAX 1-1�RE) Totat �� 19l �� Se.�t,n �i ��cQrep Sz�� �.'uc.. �fio�aa.na� ane, �..,,,d n.c� n; ne� on� cia ��5 e�nd Sevc� C,e,n'�;� (Total Bid Price in Words) '" Contingent item of work per Special Provisions Section 1-04.6 ** Fixed quantity item per Special Provisions Section 1-09.9 City of Federal Way S 356"' St. Regional Stormwater Facility Retrofit Construction Project RFB ver. 1-OS Page 30 RFB # 13-106 2013 C� � � � Attachment t? BID 5IGNATURE PAGE Date: 5 � �� I � 3 � The undersigned bidder hereby proposes and agrees to deliver the equipment and/or services pursuant to the S. 356th St. Regional Stormv►►ater Facility Retrofit Construction Project and � comply with all other terms and conditions of the contract and bid documents of RFB 13-106. � �� �� 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 totaf amount will be delivered to the Cty. 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. �r 1��N'a�a n , Corporation/ I (De%te Two) , � �� I' I1 ( � � City of Federal Way ' S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 31 RFB ver. 1-08 � 11 oc�d �+c.rp r; s�S 1� Company By: (Signature) +�ar►�`I l�l o y d (Printed Name) ��: v� e.e.. P��s t cle ��- (Title) Po 6D�- 3�sg q F�e.�e-ra.0 t�� w� ��'�63 (Address) 2.�-3 �S-1�i` - lP b°� o� (Telephone Number) RFB # 13-106 2013 � _ Ai`%�rmentF BTD Bt3�tD �CIRM F��� �� �pa� �� � fic�rrn a€ �� c�i'fi�d ��, ���t� ct� c�, � t� �d � t�e �r�nt �� . wfi�h am�unt i� nat I�s than � perc�r� ��°�} of �� l�d. �1 B�N�► !y /�j,�,; p��Q�� �"� ''j�{�; p�,�� � �� Llovd Enter�rises, Ina � �> �: Travelers,Casualty and Sur� Company of America �,�� �tii'�,y, d�'@ i�CI i� �lit��!' �$ � t}f �� �f �i5 Q�� jti ��� S�J�i1 (J�Five Percent l5%) of Si¢,.Amount� %IiS ��°lo �'Bid Amount�� �' � �I�lli�it ti� Wlilli�'i �tE.' PI`�hC�jla) dit� � �it� i7K�C�' thetr h�irs ar�d �x+ec�b�rsr adrnin�trat�rs, : suar��rs and assigr�, �air�r a�ru� �ra�y, "�`�s c�nci�fcan c�' #hi� �ga�n is s+� fhat if th� ��a� make �y �� the ��i�a1 %r: " �� 35� �t� R+e�ion�� �ormvvat�r'�radi[ty !�#�tlt Corrs��ttan �„� Apcc�d� t� tti� k�ms +E�F t� �1 or iaid rr�acle by #f�: Pr�i�l #�re��, ar� #� � sh�ll �r �ak;� �� ert�i'' irr� � t�ri�aGk wiifi ifie C�If� t� �ordar�ce v�i'� #he �'m�' �` �d � �r �kf a�ad awar� �r� sha�[ �give 6cHnd far the fa�i�hful p�rfamtanc� ther+�of, wi�h �areiy br Sur�s apq�� b�r i'� �b�Cjee� ar tf ih� Prir�cipal sf�aU in case vf �ritur� sa ba do, �ay� and �t�t �a i� t3bil�gee tt� p�al a�toutrt a� t�re d�sit speca� l�nn 'the caN �ar I�, then this obligati�t �!�e r� ar�f ��; a�,�, it shaN bef ancr r�main in fun farc� ��td ef��, ��d tt� s�y' shaa f�wit6 paEy arx! fr�rfeit bo the C�i� as penatty sn�f 1�qt�ida�ed darnag+�s, ifie aunwunt vf thi� bvr�d. SI4�'�I�r :�AI.E� AN{� C�� THI� 2oth C�►I�Y QF Ma� �f�I3'. � oI'�"ydr Enterprises, Inc. _ _ ,. .:. T veler�s� a�s�a ty d Surety Company of A ' . ��r�s�. �► ,' ''� :-. . ; Je • er L. Snyder ` a�.� t�P .i • .. . n: �`.> �0� .�? � : ; _,�..�. Mav 20 .. ��� • �.� t�" -- - � � � -�. E� � � ��� ��l `1� 5t��47 Cf �: ► C�ry �f F� �ray S. �SS�` S'�. �e�iona) St�tmw�e�r Fa�i1f�+ R�� �v�n�ktn F'r�+� �age 32 R�B� v�r� i-� � F�! �t ��-1{�G ,�A�'� . ' �J ' � ' ' , , WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUTTHE RED BORDER � ��, POWER OF ATT(SRNEY TRAVELERSJ Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company TYavelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. TYavelers Casualty and Surety Company of America 5t. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney-In Fact No. 22654g �e��a� No. 0 0 5 4 6 4 3 81 KNOW ALL MEN BY THESE PRE5ENTS: That Fannington Casualty Company, St. Paul Pire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surery Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guazanty Insurance Underwriters, Inc., is a corpc�ration duly organized under the laws of the State of Wisconsin (herein collec6vely called the "Companies"), and that the Companies do hereby make, constitute and appoint Eric Zimmerman, Karen Swanson, Brent E. Heilesen, Anne E. Strieby, James B. Binder, Peter J. Comfort, Jennifer L. Snyder, Julie R. Truitt, Peggy A. Firth, Tamarie Ellingsen, Steve Marinkovich, Christopher Kinyon, Jamie Diemer, Lori Fowler, Alex Adams, Amanda Rush, Casey Jackson, Joy Jennings, Leah Shamberg, Martha Juarez, Stephanie Hansen, Tisha Bliven, Taylor Murray, and Tabitha Tomlinson of the City of TaCOma , State of Washin„gton , , their hue and lawful Attomey(s)-in-Pact, each in their separate capaciry if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in theirbusiness of.guazanteeing the fidelity of persons, guaranteeing the performance of contracts and execudng or guazanteeing bonds and undertakings required or petax�itted in any ��ions or gt�ceedings allowed by law. � IN WITNESS WHEREOF, the Companies have caused this insh�t�e to be signed and th��t cvrporate seals to be hereto affixed, this 29t17 day of: -r--- �,. � � . , -.� c . ' .� , s, ��-�;a d+a � .,. 2013 � , > � .� Farmington Casualty Cp�i�np �. St. Paul Mercury Insurance Company Fidelity and Guaranty i�s�traneC 4�ampany , 1Y�avelers Casualty and Surety Company Fidelity and Guaranty Insur��te'Underwriters, Inc. 1Yavelers Casuelty and Surety Company of Awerica St. Paul Fire and Marine Insurance Company Unfted States Fide4ty and Guaranty Company St. Paul Guardian Insurance Company G�SU,��j qyn••� �FlRE4y O��N.,�N,%j9 JP�1N91/q4 �p�TYANpe FYbHMf�Y �� �Or3�-�'w �RIr L C� PO � , �. �9 r 'pIIPOR�/ '� Q��� PORAT ��� Vq G9� /���� � Y /'''►� Z 1982� O �9%% � " z m'� .., �i� w:c� _ ri m 1 � �. I [ : n c� H�IRTFORD, ; �.]� �O� �,, � $ n � 4 0 � o � ww.a � Q 896 y a 1�1 , �:5EALjo �S81i.Lia ,� c�N. c s_ y"�+��a � �b° 2 � o' �\„ 1` '�.}.. ° > et ��.....f� �'� ' �� �`��m �f ` �1S . AN�a j+....�•� �df � tiM� + �l) � State of Connecticut City of Hartford ss. BY: Robert L. Raney, enior V'ice President On this the 29th �y of Apt'II 2013 before rne personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice Fresident of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Merwry Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and Unitad States Pidelity and Guazanry Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. �6.T� In Witness Whereof, I hereunto set my hand and official seal. i*AR My Commission expires the 30th day of June, 2016. � p�`�� ��� 58440-8-12 Printed in U.S.A. `t'n c�n�► C • � - Mazie C. Tetieault, Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attomey is granted under and by the authoriry of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions aze now in full force and effect, reading as follows: RESOLVED, that the Chauman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf � of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Boazd of D'uectors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chanman, the President, any Vice Chairman, any Execu6ve Vice Fresident, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authoriry or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior �ce President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attomey or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualry Company, Fideliry and Guaranry Insurance Company, Fidelity and Guaranry Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian 1�nsu�ance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and Unit�` s Fi d G ry Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Com��j„'w�tuct� i�ll f�e� � effect and has not been revoked. � ` �� � � �` ��� � � ���fl= �' " � ���'`�" � ��; � �� ��� �„ ��� � �, � +� � W � � IN TESTIMONY WI�REOF, I have hereunto set my hand anc� e� th�� o{�sa�cl° � anies this day of �� .. � � ... � .� � � � i �t �� � � \� k .. � ����m.� .� ° �;�no. � . . �.�+ �� •� 1i . <�'� �r� � a" � r� 4,. k�t�' k � '�p � �� r�". J � �. � � � O � '.�u i ��� � s .:: '°�� � �"' ' Kevin E. Hughes, Assistant Sec tary i� O� • '' � �� � pnsu�� �� a�p a ��N!NSG ��xspq ��tv ANp � � r_d'%� rL � , kr �@�• R ON �`D'� 4JP,..........:q,�,� eJ •G' I:O�Y �i� �A �>�F ? ' ORq r+ � � � � � � � � * �[ �. t�, WreA� _ tF,�' � � � � � 9 s: 0 1 �77 A� '�� � t i z: . � � �aar�o�, < �ew�no. � 5,���' y � �, 1�7� ?iSEAL o° �i SSAL?3° � COM1. �� 1"_�_�'F 4 �n ��6 d�y . ��a � ~9VRANGE O `d S•: AN�r �ia..._... *�° �,1 • 'a� �i...� � A/N� To verify the authenticiry of Uus Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. � ' , � � �. I� , i� ' ' � � �` .° . . � i�,t�. .. # �_J I� � Attachment � SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 S. 356th St. Regional Stormwater Facility Retrofit Construction Project. 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 co�ditioning, plumbing, as described in Chapter �18.106 RCW, and electrica) 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 applicabie; 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 RCVV. The following listed bid items (listed in numerical sequence) for this project 'have been proposed for subcontracting to subcontraetars as indicated. SUBCONTRACTOR ITEM NUMBERS ESTIMATED AMOUNT WMBE QUALIFIED? NAME Y N 1-1 , c. �3 � Lb.� �n�err�r��e.s 1� Sef�Ye,r�orM�nvc�.le,��r��.0.,1 c,onciv�� wr�r-1� I� r�eM �2� City of Federal Way S. 356t'' St. Regional Stormwater Facility Retrofit Construction Project Page 33 RFB ver. 1-08 RFB # 13-106 2013 I, I' ,' � Attachment G City of Federal Way C�MBINED AFFIDAVIT AND CERTIPICATION 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 anyFother Bidder on the foregoing work �quipment 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 calf: 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 I�ighway 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 C�RTIFIC�ITION RE: ASSIGNMEWT 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 thaG each of his suppliers and subcontractors shali assign any and all such claims to purchaser, subject to the aforementioned exception; and PREVAIi.ING WAGE AFFIDAVIT I, the undersigned, having duly sworn, deposed say and certify that in conne�tion with the performance of the work of this project, will pay each classification of laborer, workperson, or mechanic employed in the per�ormance 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 S. 356'h St. Regional Stormwater Facility Retrofit Construction Project Page 34 RFB ver. 1-08 RFB # 13-106 2013 D�BARMENT 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, voiuntarily 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 ur�der 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 A�davit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. S. 356th St. Regional Stormwater Facility Retrofit Construction Project. Name of Bidder's Firm Signature of Authorized Representative of Bidder i-�. �,,�ub�jbed and sworn to t�fore me this Zd day of YY1G��--� ,, 2Q13. ,� JPNN pq�., - : ..... � �� V} �sS10N' � �� - , S� �� � = H�QTAq�/ � (printed/typed name of notary) . v� pU�,l� : Notary Public in and for the St te f Washington � � � My commission expires: O ; �ir�l � �•` .� � . '' � WI�SH� ��`� �������������� City of Federal Way S. 356t'' St. Regional Stormwater Facility Retrofit Construction Project Page 35 RFB ver. 1-08 _ RFB # 13-106 2013 Attachment H CCINTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: ��� This statement relates to a proposal contract with the City of Federal VUay named S. 356th St Regiona! Stormwater Facility Re#rofit Construction Projert I am the undersigned bidder or prospective contractor. I represent that: I�ave, ❑ 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. By: Its: City of Federal Way S. 356`� St. Regional Stormwater Facility Retrofit Construction Project Page 36 RFB ver. 1-08 �to �rd ��►�s � �c� Name of Bidder � Signature V �ce. ���s ►den t- Title PO Po�c 3g�� �ed�a.Q t�-u (�W- ��5�63 Address RFB # 13-106 2013 Aitachment I PUBLIC WORKS CONTRACT FOR S. 356TH ST. REGIONAL STORMWATER FACILITY RETROFIT CONSTRUCTION PRO]ECT THIS PUBLIC WORKS CONTRACT (��Contract'� is dated effective this �►� day of r2013 and is made by and between the City of Federal Way, a Washington municipal ! corpo ation ("City or Owner'�, and Lloyd Enterprises, Inc., a Washington corporation ("Contractor'�. i� � A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete S. 356th St. Regional Stormwater Facility Retrofit Construction Project, located at the northeast quadrant of the intersection of Pacific Highway South I'�' with S. 356th Street, 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 S. 356th St. Regional Stormwater Facility Retrofit Construction Project, including without limitation: Construction of a wetland pond and two bioretention areas including associated conveyance systems, modification of the inlet/outlet control system for the existing detention pond, and landscape installation, (��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 Schedule, 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, Special Provisions, Contract Plans, Standard Plans, Details and Project Sign Details attached as Appendix A, current Prevailing Wage Rates attached as Appendix B, Permits and Agency Approvals attached as Appendix C, Soil Boring Logs and Groundwater Monitoring Record attached as Appendix D, 2012 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction ("Standard Specifications'�, applicable Amendments to the Standard Specifications and all other Appendices attached hereto and incorporated by this reference, (collectively the ��Contract Documents'�, which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or his or her designee. 1.2 Completion Date. The Work shall be commenced within five (5) days of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed within sixty (60) working City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 37 RFB ver. 1-08 RFB # 13-106 2013 days. 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 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 Where: LD = C = T = LD = O.15C T Liquidated damages per working day (rounded to the nearest dollar). Original Contract amount. Original time for completion. When the Work is completed to the extent that the City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, the City may determine the Work is complete. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 PerFormance Standard. Contractor shall perForm the Work in a manner consistent with accepted practices for other properly licensed contractors. 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permit, inspection or other fees, at its sole cost and expense. 1.6 Chanae 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 S. 356th St. Regional Stormwater Facility Retrofit Construction Project Page 38 RFB ver. 1-08 RFB # 13-106 2013 � � ' ' 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 completion of the Work, which shall be no later than April 15, 2014 to complete, and the expiration of all warranties contained in the Contract Documents ('�Term'�. 3. WARRANTY 3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the Work, and is appropriately accredited and licensed by all applicable agencies and governmental entities, including but not limited to being registered to do business in the City of Federal Way by obtaining a City of Federal Way business registration. Contractor represents that it has visited the site and is familiar with all of the plans and specifications in connection with the completion of the Work. 3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all ' Work which the City deems to have defects in workmanship and material discovered within one (1) year after the City's final acceptance of the Work as more fully set forth in the General Conditions of the Contract; provided, however, that this warranty may extend beyond this time period pursuant to � ' City of Federal Way S. 356th St. Regional Stormwater Facility Retrofit Construction Project Page 39 RFB ver. 1-08 RFB # 13-106 2013 � the warranties as specified in the Special Provisions. This warranty shall survive termination of this Contract. Conducting of tests and inspections, review of specifications or plans, payment for goods , or services, or acceptance by the City does not constitute waiver, modification or exclusion of any express or implied warranty or any right under this Contract or law. 4. COMPENSATION 4.1 Total Compensation. In consideration of the Contractor performing the Work, the City agrees to pay the Contractor an amount not to exceed Seven Hundred Seventy Five Thousand One Hundred Ninety One and 07/100 Dollars ($775,191.07), 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 Retainaae. 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 S. 356t" St. Regional Stormwater Facility Retro�t Construction Project Page 40 RFB ver. 1-08 RFB # 13-106 2013 Contract, the City shail release and pay in fuil 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 comply with and shalt 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 sa 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 terminatian, 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 ' S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 41 RFB ver. 1-08 ' RFB # 13-106 2013 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 t�nefit 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 Ciry, the City may do any or all of the following: (1) Stop aayments. The Ciry 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 S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 42 RFB ver. 1-08 RFB # 13-106 2013 ' , (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. i �_I � ' , 8. INDEMNIFICAiION 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 6y 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 fses) 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; (�) 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 properly damage. 9.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the following provisions� (1) The City, its o�cers, officials, employees, volunteers and agents shall each be named as additional insured. ' City of Federal Way ' S. 356"' St. Regional Stormwater Facility Retrofit Construction Project Page 43 RFB ver. 1-08 � RFB # 13-106 2013 (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 sfiall 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 S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 44 RFB ver. 1-08 RFB # 13-106 2013 r ' 11. AS FETY 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 atl unsafe places at or near the Work for the protectiorr of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger signs warning against any known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 12. PREVAILING WAGES 12.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal-aid projects, Federal wage laws and rules also apply. The Hourly minimum rates for wages and fringe benefits are listed in Appendix B. When Federal wage and fringe benefit rates are listed, the rates match those identified by the U.S. Department of Labor's "Decision Number" shown in Appendix B. — 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- � 127-010 WAC, complies with all the requirements of Chapter 39.12 RCW. '— 12.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: � (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 12.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L&I, ' the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: City of Federal Way RFB # 13-106 ' S. 356th St. Regional Stormwater Facility Retrofit Construction Project Page 45 2013 RFB ver. 1-08 � (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700-029-000. The City will make no payment under this contract for the work performed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. (2) A copy of an approved "Affidavit of Prevailing Wages Paid;' State L&I form number F700- 007-000. The City will not release to the contractor any funds retained under Chapter 60.28.011 RCW until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L&I and a certified copy of all the approved forms have been submitted to the City. The Contractor shall be responsible for requesting these forms from the State L&I and for paying any approval fees required by State L&I. Certified payrolls are required to be submitted by the Contractor to` the City, for the Contractor and all subcontractors or lower tier subcontractors. 12.4 Disputes. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and, the Contractor, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and the decision therein shall be final and conclusive and binding on all parties involved in the dispute. 13. FAILURE TO PAY SUBCONTRACTORS In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for any materials, or fail to pay any insurance premiums, the City may terminate this Contract and/or the City may withhold from the money which may be due the Contractor an amount necessary for the payment of such subcontractors, laborers, materials or premiums. 14. OWNERSHIP OF DOCUMENTS All originals and copies of work product, including plans, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work shall become the property of the City and shall be delivered to the City at its request. 15. CONfIDENTIALITY Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 16. BO(}KS AND RECORDS The Contractor agrees to maintain books, records properly reflect all direct and indirect costs related to the accounting procedures and practices as may be deemed accounting of all funds paid pursuant to this Contract. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 46 RFB ver. 1-08 , and documents which sufficiently and performance of this Contract and such necessary by the City to assure proper These records shall be subject at all RFB # 13-106 2013 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. The contractor shal� provide for the access to the Contractor's records by the Washington State Department of Ecology personnel. 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 RCVV, 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 eachr 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 disyualified 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. � City of Federal Way ' S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 47 RFB ver. 1-08 � RFB # 13-106 2013 19. GENERAL PROVISIONS 19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. 19.2 Modification. No provisions of this Contract, including this provision, may be amended or added to except by agreement in writing signed by the, Parties or their respective successors in interest. 19.3 Full Force and Effect. Any provision of this Contract, which is declared invatid, 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 Authori . 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 Ca�tions. 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. City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 48 RFB ver. 1-08 RFB # 13-106 2013 ' �J 19.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. 19.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91-54, as amended, occurs as a result of the formation and/or performance of this Contract, this Contract may be rendered null and void, at the Ciry'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. 20. THIRD-PARTY BENEFICIARY All parties agree that the State of Washington shall be, and is hereby named as an express third-parly beneficiary of this contract, with full rights as such. DATED the day and year set forth above. ATTEST: , ' l • City Clerk, Carol McNei y, CMC APPROVED AS TO FORM: �_� % � ' City Attorney, Patricia A. Richardson � ' L,I � CITY OF FEDERAL WAY By: � Skip Prie , Mayor ;R,t�}„r,, 33325 8th Aven�2 vuth `� � .'`_., � Federal Way, V�iRg,'S�� 0�=63,�'�' � : M '°''- ''` o:. ��� . ;�: .�,���t�� � ��;�.!'� : �` .. ~-� j,' .z° :',,f}R"".� � �����9ww��1{ �I� •��'' � e`�,• ���n� � >; � :f�+���e�`'� LLOYD ENTERPRISES, INC. By: City of Federal Way S. 356�" St. Regional Stormwater Facility Retrofit Construction Project Page 49 RFB ver. 1-08 (Signature) RFB # 13-106 2013 (Name) � D � �c. 3 �g q ��e�e l� � fI'ob.3 (AddressZ --�5 3 A7'�- 1� �0 9�i (Phone) STATE OF WASHINGTON ) , ) ss. COUNTY OF ) On this day personally appe ed before e to me known to be the Vc� �i� f ,that executed the foregoing instrument, and acknowledged the said i trument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. 9`-�- GNEN my hand and official seal this �� day of 20�. ����u��N��� . `��.��vpNN 0,�� �'. .� �'��,�s+'�� 5 : : (typed/printed name of notary) � MOTi1Ay : Notary Public in and for the S ate of Washington. ?� �BLlC ; My commission expires D� � d o l %,�t` �t� .� �: �''��� WASH �� ; �`�� �pllll� City of Federal Way S. 356th St. Regional Stormwater Facility Retrofit Construction Project Page 50 RFB ver. 1-08 RFB # 13-106 2013 P�umber: at u+tame EXHIBIT A � " �F� �� � � ;� ` � ;+��1►1'I+GE O�' C°t���'LETICiti t3F P["BLI�` �i'C1►R�iSS �'t)?'�T'R:�t'I' Caatrartar's L'$I ;tiambrr; Date: � � � �� z�l�►�nr i3rr�sar��s! �3sse t)�t� As sagmed ta: �]�e As$�d: .iRaticr is 1r�rr��s� niv�� re1a�+•e ta tJre ca�nna�eaon c�'rastrntr ar �raiecr describ+r;d b�a+r �mtt+�d raad traasporbiiam prajtcti? ❑ Yss ❑ *io a C'antract '�ava�i S xdd�tioa> (+"� 5 I.aqtudate� Damages 3 R43�teaons {- 3 S a�mo�ni E9�buresi � Seb-Tocat 5 �xeouut Retaiaed 5 iym�ancat of Sales Ta� Paui at !T: fi�u �s�c �lS. p�w a�d . Y.�s�teo�a) $ 743AL $ �"aOTi: 7�rese n�ro xamts �nnsr jra ��aal Pkase L'au aQ Sabtoatrartazs aaai Sub-riara �s1ox: ?OT.�I. 3 Subra�atractar's?�tame: LBi Number �qauredl �ffidatiit ID' gi t S-G3�� 97-:Ci< �.� 3I C�3_dr (�J'? dd:12j E�■�� C 0lYEIltUC`I1 4D �b�t . . ,,,.;,. fteset This Form Pri�f Titis Form City of Federal Way RFB # 13-106 S. 356"' St. Regional Stormwater Facility Retrofit Construction Project Page 51 2013 RFB ver. 1-08 Plaase List aiI �ralaroatrarfnr. and �u6-tier: Bel�� : Sabeasszs��cior's :�i�se L'8? :•iuuauec: (i�e�nzarad) :�P�idarir Ii3� _ _ _ _... .. _ . .. . ..... L o3�i1C[ HBYne-.. i;�ie: Emsi$ i�t�h'ls6: P�hoa� i+3Uffib+er: '��: 3'� I3islxuamsg O�ic�r mu;t sa� t5is campktad �ace im��iareip a&� acc�z ef ehe a�ic d�r �dar �:is coaac�. N�i �A�'A�i4T SHAd.2. 8E MADE FRdM R£?.►�i�D r L.T�'�5 umxi zzcr�st of ati reiease c�tsf�cam. �llt�nit 26' - Psanri� kaowa pes at fhi� time. ?Vo L*6I rdeaa�t will �+e gr�ted attii al a�idsrils ut taaykied. SE Fars: i�4msz �cait me cam;ri.et�d taa� ao aIl shres ag�u9es L+�lasr Far a:asaea rnp�s. pLr,�u su�nie � e-aasii. Yr�a�pm. sia+h. yvatwpiere Ylw ris afau �par�srt at Rswenaw �`�: D�pstm�eA m t.a�w sna kMUStrNS .� B+wa!!Y �wabnpA &�rwa. vro.ss t.ot�on .', corrael Ils�..e. . l�urr, a4�+mws a ?? &z. a: a-z �O Soi ssy,a � CcorroMab�tra wqt '�ii�0.�a Yl'A �A3'?t?3 O>i��.1VA 9di5o3^1:F2 P�fj $�t �676 .357-�, ?25-7538 �%3#J: 933`i'7'F2 ��Y'�0� YYA �53*�9Wb .':+�% S35'J�� Ti�S i.tiY ?A%;]8➢V 8'@+'s3aT' s:3f�'J7 9G'2-9s�f P^iKG�abr w.�+ ^.,cxira 'r.ReeeeacJ��ra..+rs.�` �eu i35L'r Yl24�'* s�.+acx�at�tl.ra.por Foa mx assxs�azxs ar ta x�guest chis doceuueat aa � alaemaze fasma�. +.�si: hap:.- edar.�a,gac �r cafi i-SOa-4-i' T706. Tekr�'pe fTTY'} msers aisq �aIl �360j ?6S-b;18 Y:t3-033�Ce� DI-29i3 � 8ii�' 3I 4� {D %� 06� 1_'} City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 52 RFB ver. 1-08 RFB # 13-106 2013 �xHaszT B CITY OF FEDERAL WAY CONTRACT CHANGf ORDER AGREEMENT PROJECT CHANGE ORDER NUMBER NUMBER S. 356th St. Regional Stormwater Facility Retrofit Construction Project PROJECT TITLE SUMMARY OF PROPOSED CHANGES: EFFECTIVE DATE CONTRACTOR 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 $ UNIT PRICE: DECREASE $ , 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 wil/ be in accordance with applicab/e portions of the standard specifications, and with the understanding that all materials, workmanship and measurements sha/l be in accordance with the p�ovisions of the standard specifications, the contract p/ans, and the special provisions governing the types of construction. CONTRACTOR'S DEPT. DIRECTOR/MANAGER SIGNATURE SIGNATURE City of Federal Way ,' S. 356'h St. Regional Stormwater Facility Retrofit Construction Project Page 53 RFB ver. 1-08 , ' DATE RFB # 13-106 2013 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *AD)USTMENTS NEW CONTRACT AMOUNT AD7USTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT City of Federal Way S. 356th St. Regional Stormwater Facility Retrofit Construction Project Page 54 RFB ver. 1-08 *Adjustments: $ � $ $ $ ❑ INCREASED $ 0 DECREASED $ � DEPARTMENT DIRECTOR'S SIGNATURE RFB # 13-106 2013 ' ' EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way BidJContract Number ' 33325 Sth Avenue South Federal Way, WA 98003-6325 Z53-835-7000 ' ' IDENTIFICATION AND DESCRIPTION Project Title S. 356�' St. Reaional Stormwater Facilitv Retrofit Construction Proiect Contractor Representative Bid No. Date Administering Department City Representative Funding Source Project Authority RE�AINAGE FORMULA In accordance with applicable State Statutes, the following provisions wiil be made for the disposition of the retainage held for investment: 1. 2. 3. All investments selected below are subject to City approval. Retainage under this agreement will be held in escrow by the (referred to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the im�estment program and the risk thereof is to be borne entirely by the contractor. The final disposition of the contract retainage will be made in accordance with applicable statutes. CONTRACTOR'S INSTRUCTIONS Pursuant to RCVU 60.28.010 I hereby notify the City of Federal Way of my instructions C7 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: C��� � ' � ' ' ,' Name of Bank, Mutual Fund, or Savings & Loan Association: Address: Account #: Contractor: � - v�Ci By: Address: - G W� Fed ID #: CITY APPROVAL Approval of Investment Program and Retainage Agreement CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No. Project Title: Finance Director Date 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. ' City of Federal Way ' S. 356"' St. Regional Stormwater Facility Retrofit Construction Project Page 55 RFB ver. 1-08 ' Contract Administrator Director of Administering Department RFB # 13-106 2013 ❑ 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.) , ❑ , , ' ' i� , ' � � ' � ' ' City of Federal Way RFB # 13-106 ' S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 56 2013 RFB ver. 1-OS ' 1 ' ' EXHIBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY S. 356T" ST. REGIONAL STORMWATER FACILITY RETROFIT CONSTRUCTION PRO]ECT 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. C'I 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 � U �'' �' C� ' 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 pertormed 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 ' S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 57 RFB ver. 1-08 � RFB # 13-106 2013 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 Surery'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 equai 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 inediation in accordance with the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA&M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation. The parties have executed this instrument under their separate seals this day of 20_, the name and corporate seal of each corporate party hereto affixed, and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. CORPORATE SEAL: CORPORATE SEAL: City of Federal Way S. 356th St. Regional Stormwater Facility Retrofit Construction Project Page 58 RFB ver. 1-08 PRINQPAL By: Title: Address: SUREfY By: Title: Address: Attorney-in-Fact (Attach Power of Attorney) RFB # 13-106 2013 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: Patricia A. Richardson, City Attorney City of Federal Way RFB # 13-106 S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 59 2013 RFB ver. 1-08 TO: AND T0: EXHiBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT ALL EMPLOYEES (Name of Union or Organization) The undersigned currently holds contract(s) with involving funds or credit of the City of Federal Way, Washington, or (a) subcontract(s) with a prime contractor holding such contract(s). You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant of employment because of race, color, creed or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATION SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above contract(s) or subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. Complaints may be submitted to: City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 60 RFB ver. 1-08 Rand y �!o yd , ✓ �° (Contrador or subcontractor) �lzyl�3 Date RFB # 13-106 2013 Client#: 17766 Exhibit F LLOYENTE DATE (MM/DD/YYYY) ACORDTM CERTIFICATE OF LIABILITY INSURANCE 6/20/2013 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). _ Propel Insurance {Tacoma Commercial Insurance I1201 Pacific Ave, Suite 1000 Tacoma, WA 98402 Lloyd Enterprises Inc. PO Box 3889 Federal Way, WA 98063 Christine Maden ,�, 800 499-0933 CLMCcilpropelins� INSURER(S) AFFORDING COVERAGE �NSUReRn: Continental Insurance Company iNSUReR s: Continental Casualty Company INSURER C : INSURER D : 866.577.1326 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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 TypE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP ��Mrcs LTR INSR VWD POLICY NUMBER MM/DD MM/DD A GENERAL LIABILITY X 2094794686 4/15/2013 04/15/201 EACH OCCURRENCE s 1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea o�cc�w�rrer�ce S � OO OOO CLAIMSMADE � OCCUR MED EXP (My one person) SS OOO X PD Ded: $Z�OOO PERSONAL&ADVINJURY E� OOOOOO GENERALAGGREGATE EZ�OOO�OOO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ Z�OOO�OOO POLICY X PRa LOC a A AUTOMOBILE LIABILITY X 2094528696 4/15/2013 04/15/201 Ea accideD SINGIE LIMIT .�,000,000 X ANY AUTO BODILY INJURY (Per person) S ALL OWNED SCHEDULED BODILY INJURY (Per acadent) $ AUTOS AUTOS X HIREDAUTOS X NON-OWNED Pe�raccid nDAMAGE $ AUTOS S g X UMBRELLA LIAB X occuR X 2094528682 4/15/2013 04/15/201 EACH OCCURRENCE $5 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $rJ OOO OOO DED X RETENTION $� O OOO $ WORKERS COMPENSATION (WA Stop Gap) WC STATU- OTH- AND EMPLOYERS' LIABILITV A ANY PROPRIETOR/PARTNER/EXECUTIVE� 2094794686 4/15/2073 04/15/201 E.L. EACH ACCIDENT $� ��0 ��� OFFICER/MEMBER EXCLUDED? N N/ A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $� OOO OOO If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $�,OOO OOO A Limited Worksite 2094794686 4/15/2013 04/15/201 $1,000,000 Occurrence Pollution $2,000,000 Aggregate DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: S. 356th St Regional Stormwater Facility Retrofit (RFB 13-106). The City of Federal Way, its officers, o�cials, employees, volunteers and agents are additional insured per the attached endorsement. City of Federal Way 33325 8th Ave South Federal Way, WA 98003-6325 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2010 ACORD CORPORATION. All rights reserved. ,ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1162782/M1121155 KTR00 �his page has been left blank intentionally. i 1 � � 1 1 1 1 1 i �� 1 � 1 i 1 [� 1 1 � Lloyd Enterprises Inc. 2094794686 G-14D331-C ��� {Ed. 1 Q/14) � THiS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. � � � � � , � ' � � 1 � ' ' � ' BLANKET ADDITI(�NAL INSURED - OWNERS, LESSEES OR CONTRACTORS - WITH PRODUCTS•COMPLETED OPERATiONS COVERAGE This endorsement modifies insurance provided under the follawing: COMMERCIAL GEN�RAL LIABILITY COVERAGE PART SCHEDULE (OPTiONAL) Name of Additional Insured Persons Or Organizations (As required by "written contract" per Paragraph A. below.} Locations of Covered �perations (As per the "written contract," provided the Iflcation is within the "coverage territory" of this Coverage Part.} A. Section II - Who Is An insured is amended to incfude as an additional insured: 1. Any person or organization wham you are required by "wriften cantracY' to add as an additional insured an this Coverage Part; and 2. The particular person or organization, if any, scheduled above. B. The insurance provided to the additional insured is limited as foliows: 1. 7he person ar organization is an additionaE insured onfy with respect to liability for "bodily injury," "property damage," or "personal and advertising injury" caused in whole ar in part by: a. Your acts or omissions; or b. The acts or omissians of those acting on your behalf in the performance of your ongoing operations specified in the "written contracY'; or c. "Your work" that is specified in the "written cantract" 6ut only for "bodily injury" or "property damage" included in the "products-completed operations hazard," and only ifi: (1) The "written contracY' requires you #o prbvide the additional insured such coverage; and (2j This Coverage Part provides such coverage. 2. We wiil not provide the additianal insured any broader coverage or any higher fimit of insurance ihan the least that is: a. Required by the "written conkract'; b. Described in B.1. above; or c. Afforded to you under this policy. 3. This insurance is excess of alt other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. Bui if reguired by the "written contract," this insurance wilf be primary and non-cantributory relative to insurance on which the additional insured is a Named lnsured. 4. The insurance provided ta the additionai insured does not apply to "badily injury," "property damage," ar "personal and advertising injury arising out of. a. The rendering of, or the failure to render, any professional architectural, engineering, or surveying servic�s, including: j1) The preparing, approving, or failing to prepare or approve maps, shap drawings, apinions, reports, surveys, field orders, change orders ar drawings and specificatiaris; and i2� SL1p2Nl50tjl, inspection, architecturaf or engineering activities; or G-140331-C Includes copyrighted material of Insurance 5ervices Offce, fnc., with Its permission Page 1 of 2 � �Ed. � on a} � Lloyd Enterprises Inc. 2094794686 G-�4d33'�-C ��� {Ed. 10/10) � ' � � ' L� I' �_ � b. Any premises or work for which the additiona! insured is specifically listed as an additional insured on another endorsement attached to this Coverage Part. C. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDtTIONS is amended as fallows: 1. The Duties ln The Event of Occurrence, Offense, Claim ar Suit condition is amended to add the following additional conditians appficable to the additional insured: An additional insured under fhis endorsement will as saon as practicable: (1) Give us written notice of an "occurrence" or an offense which may result in a claim or "suit" under this insurance, and of any claim or "suit" that does resuft �' (2) Except as provided in Paragraph B.3 of this endorsement, agree to make available any other insurance the additional insured has #or a loss we cover under this Coverage Part; � (3} Send us copies of all legal papers received, and o#herwise cooperate with us in the investigation, defense, or settlement of the claim or "suiY'; and � � � �� , ' � � ' (4) Tender the defense and indemnity of any claim or "suit" to any other insurer or self insurerwhose policy or pragram applies ta a loss we cover under this Coverage Part. But if the "written contracY' requires this insurance to be primary and non- contributory, this provision {4} does not appfy to insurance on which the additional insured is a Named [nsured. We have no duty to defiend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or "suit." 2. With respect only to the insurance provided by this endorsement, the first sentence of Paragraph 4.a. of the Ofher Insurance Condition is deleted and replaced with the following: 4. Other Insurance a. Primary Insurance This insurance is primary and non- contributory except when rendered excess by endorsement G-140331-C, or when Paragraph b. below applies. Only for the purpose of the insurance provided by fhis endorsement, SECTION V— DEFINITIONS is amended to add the following definition: "Written contracY' means a written contract or written agreement that requires yQU to make a person or organization an additional insured an this Coverage Part, provided the contract or agreement: 1. ls currently in effect or becomes efFective during the term of this policy; and 2. Was executed prior to: a. The "badily injury" or "property damage"; or b The offense that caused the "personal and advertising injury" for which the additianal insured seeks coverage under this Coverage Part. G-140331-C Includes copyrighted material of [nsurance Services Office, Inc., with its permisstun Page 2 of 2 � (Ed. 10/10) G-18652-J ��� 2094794686 {�d. �7-�2� CONTRACTORS' GENERAL LIABILITY EXTENSION ENDORSEMENT It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL L.fABILITY COVERAGE PART as follows. The changes this endorsement makes cia not apply with respect to any coverage that has been excluded or amended by another endorsement attached to this policy. SCHEDULE Coverage is summarized below. For particulars and limitations affecting each coverage, please refer to the cor�esponding policy provisians in the body of this endorsement. �. Additionallnsureds Seven additional insured extensions. 2. Bodily Injury — Expanded Definition 3. Broad Knowledge of Occurrencel Notice of Occurrence 4. Broad Named Insured 5. Broadened Liability Coverage For Damage To "Yaur Produci" And "Your Work" Limi� $900,000. 6. Contractual Liability — Railroads Expanded definition of "insured contract." 7. Contractual liability For Personal And Advertising Injury $. Electronic Data Liability l.oss of Electranic Data Limit $100,d00. 9. Expanded Personal And Advertising injury - Discrimination Or Humiliatian 10. Expected Or Intended Injury Reasonable force —"bodily irtjury" ar" roperty damage." 17. General Aggregate Limits Of Insurance - Per Project 12. In Rem Actions 13. lncidental Health Care Malpractice Coverage � 14. Joint VentureslPartnershiplLimited Liability Companies Coverage for your interest in such terminaked or ended organizations. 75. Legal LfahflitylAlienated PremiseslBorrowed Equipment Coverage Extended perils. DefauEt limit increased to $500,OOd for Damage to Premises Rented To You. $25,OQU limit for "proper#y damage" to bonawed tools or equipment at a jobsite. 16. Liberalization Clause 17. Liquor Liabitity Coverage Extension 18. Medical Payments Limits increased to $95,000. Reporting increased to three years from the date of accidenk 19. Non-owned Aircraft Coverage 20. Non-owned Watercraft Increased to 75 feet 21. Primary And Non-Contributory To Other lnsurance 22. Property Damage - Elevators 23. Supplementary Payments Cost of bail bands increased to $5,000. Daily loss of earnings increased to $1,000. 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation - Blanket Waiver of subrogatian where required by written cantract or written agreement 26. Wrap-Up Extension G-1$652-J (Ed., 07-12) Page 1 of 12 Copyright, CNA Alf Rights Reserved. � ��� , 1. ADDITIONAL INSURED 2094794686 SECTION IE — WNO IS AN INSURED is amended to ' include as an insured any person or organization (called additional insured} described in paragraphs A. thraugh G. below whom you are required to add as an additivna! insured on this palicy under a ' written cantract or written agreement, provided the written cont�act or written agreemenr � I_J l__1 , CJ � , , , L_J ' ' � , i. ]s currently in effec# or becomes effective during the term of this policy; and ii. Was executed prior to the "bodily injury," "property damage" or "persanai injury and advertising injury" for which the additional insured seeks coverage. However, we wiil not provide the additional insured any broader coverage or any higher limit of insurance than the least that is: a. The maximum permitted by law; b. Required in the written contract or written agreement; c. Afforded to you under this policy; or d. Described in the applicable paragraphs A. through G. below. A. Controlling Interest Any persons or organizations with a controlling interest in you but only with respect to fheir liability arising out of: 1. Their financial control af you; or 2. Premises they own, maintain or control while you lease or occupy these premises. This insurance does not apply to structural a�terations, new construction and demolition operations perFormed by or for such additional insured. B. Co-owner of Insured Premises A ca-owner of a premises co-owned by you and covered under this insurance but only with respect to the co-owner's liability as co-owner of such premises. C. l.essor - Equipment 1. Any person or arganizatian from whom you Eease equipment, but only with respect fo Eia�i{ity far "bodily injury," "property damage" or "personal anci advertising injury" caused, in whole or in part, by your mainEenance, operation or use of equipment leased to you by such person or arganization. G-1$652-J {Ed. 07-12} Page 2 of 12 G-18652-J (Ed. 07-12} 2. Wiih respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occuRence" which takes place after the equipment (ease expires. D. Lessor - Land An owner or other interest from whom land has been leased by you but only with respect to liability arising out of the ownership, maintenance or use of that specific part of the land leased to you and subject to the following additional exclusions: This insurance does not apply to: 1. Any "occurrence" which takes pface after you cease to lease that land; or 2. Structural alterations, new construction or demolition operaiions pertormed by or on behalf of such additional insured. E. Lessor - Premises A manager or lessor of premises but only with respect to liability arising out of the ownership, maintenance or use of that specifc part of the premises ieased to you and subject to the following additional exclusions: This insurance does not apply to: 1. Any "occurrence" which takes place after you cease ko be a tenant in that premises; or 2. 5tructural alterations, new construction or demolition operations pertormed by or on behalf of such addifional insured. F. Mortgagee, Assignee or Receiver A mor#gagee, assignee or receiver but only with respect ta their liability as mortgagee, assignee, or receiver and arising aut of the ownership, maintenance, or use of a premises by you. This insurance does nat apply to structural alterations, new construction or demolition operaiions pertormed by or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions A state or governmental agency or subdivisian ar political subdivision subject to the following provisions: 9. This insurance applies only with respect to the foilowing hazards far which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization in connection with premises ' Copyright, CNA All Rights Reserved. � ��� 2094794686 G-18652-J {Ed. 07-12) LJ r , , � � �J , , � , ' lJ' , ' , , you own, rent, or controi and to which this insurance applies: a. The existence, maintenance, repait, canstruction, erection, or removal af advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vauits, street banners, or decora#ions and similar exposures; or b. The constructian, erection, or remaval of elevators; or c. The flwnership, maintenance or use of any e(evators covered by this insurance. 2. This insurance applies only with respect to operations pertormed by you or on your behalf for which the sta#e or govemmental agency or subdivision or political subdivision has issued a permit or auth�rization. 3. This insurance does not apply to: a. "Bodify injury," "property damage" or "personal and advertising injury" arising out of operatians perfarmed for fhe federal govemment, state or municipatiry; or b. "Bodily injury" or "property damage" included within tiie "products-campleted operations hazard." A governmental permit which requires you to add the govemmental entity as an additional insured will trigger this Provision 1. as if the permit were a written contract. 2. BODILY (NJURY — EXPANDED DEFINITION SECTION V— DE�tNIT10NS, the definition of "bodily injury" is changed to read: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including death, humiliatlon, shock, mental anguish or mental injury by that person at any time which results as a cansequence af the bodily injury, sickness or disease. 3. BROAD KN�WLEDGE OF OCCURRENCEI NOTICE OE OCCURRENCE Condition 2. DuEies in The Event of �ccurrence, Offense, Claim or Suit of SECiION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended to add the faltowing provisians: A. BROAD KNOWLEDGE OF OCCURRENCE G-18652-J {Ed. 07-12) Page 3 of 92 You must give us or our authorized representative notice of an "occurrence," offense, claim, or "suii" onfy when the "occurrence,�� ofFense, claim or ��SUIt�� 15 iCTldWfl to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3y An executive officer or the employee designated by you to give such notice, if you are a carparation; or �4) A manager, if you are a limited liability company. B. NOTICE OF ACCURRENCE Yaur rights under this Coverage Part will not be prejudiced if you fai! to give us notice of an "occurrence," offense, claim ar "suiY' and that failure is solely due to your teasonable belief that the "bodily injury" or "praperiy damage" is not covered under this Coverage Part Hawever, you shali give written notice af this "occuRence," offense, claim or "suit" to us as soon as you are aware that this insurance may app[y to such "occurrence," offense claim or "suit" 4. BROAD NAMED INSURED A. Any subsidiary or affiliate arganization, other than a partnership, joint venture or limited liability company, in which a Named Insured specifically shown in the Decfarations has management control, directly or through one or more su6sidiary organizafions, at the time af loss will qualify as a Named Insured but only if there is no other similar insurance available to such organization, nor similar insurance which would be avaifable but for exhaustion of its limits. For the purpose of this provision, simifar insurance means general liability or equivalent insurance, no matter whether its caverage is broader ar narrower than that provided by this insurance. But if the only o#her similar insurance is for a"consalidated (wrap-up) program," then a subsidiary that qualifies as a Named Insured on such project-specific insurance can still qualify as a Named Insured on this insurance, but not for projects covered by the "consolidated (wrap-up} program." [Please see Item 26.C. of this endorsement for the definition of "consolidated (wrap-up} program."J B. This endorsement does not apply to any organization for which coverage is excluded by another endorsement attached to this palicy. C. Only for the purpose of this endorsemen� ' Copyright, CNA Atl Rfghts Reserved. ' G-18652-J ��� 2094794686 { Ed. 07-12} ' 1. Management controf ineans: a. Ownership interest representing more , than 50 of the voting, appointment, or designation power far the subsidiary organization's governing body; ar , b. Naving the right, pursuant to a written contract, or pursuant to the by-iaws, charter, operating agreement, or simifar document of a specifically shown , Named Insured or controlled subsidiary organization to select, appoint, or designate a majority of ihe subsidiary organization's goveming bady. Such 1 cantract or document must have been created prior to the time of loss; or � ' , ' � l_J ' ' �� ' ' ' c. Having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer and sell property held by a trus� 2. Goveming body means the Board af Directors of a corporatian. 3. Loss means: a. The occurring of the "bodily injury" or "property damage"; or b. 7he committing of the offense that caused the "personal and advertising injury." D. The insurance provided by this po{icy applies to Named Insureds when trading under their own names, or under such trading names or doing- business-as {DBA) names as any should choose to employ. 5. BROADENED LIABILITY COVERAGE FOR DAMAGE TO "YOUR PROQUCT" AND "YOUR WORK" 1. Damage to Your Work "Property damage" to "your work" arising out of it, or any part of it and included in the "products- completed operations hazard." This excEusian does not appfy: (1) If the damaged work ar the work out af which the damage arises was perFormed on your behalf by a subcantractor, or (2) If the cause of toss to the damaged work arises as a result of. (a} Fire; (b) Smoke; {c} Collapse; flr {d) Explosion. B. The following paragraph is added fo SECTION III — LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most we will pay under Coverage A for the sum of damages arising out of any one "occurrence" because of "property damage" to "your product" and "your work" that is caused by fire, smoke, collapse or explosion and is incfuded within the "product-completed aperations hazard." This sublimit does not appfy to "property damage" to "your work" if the damaged work or the work out of which the damage arises was performed on yaur behaif by a subcontractor. C. This Provision 5. Broadened Liability Caverage For Damage To "Your ProducY' And "Your Work" does nat apply if an endorsement of the same name is attached to this policy. 6. CONTRACTUAL LIABILITY — RAILROADS A. Under SECTION 1— COVERAGE A— BODILY lNJURY AND PROPERTY DAMAGE W�th respect to operations pertarmed within 50 feet UABILI7Y, I'aragraph 2. Exclusions is amended of railroad property, the definition of "insured to delete exclusions Ec. and l. and replace them contract" in SECTION V— DEFINITIONS is with the following: replaced by the follawing: [This insurance does not apply to:] k. Damage to Your Product "Property damage" to "your product" arising aut of it, or any part of it except when caused by or resulting from: (1) Fire; (2) 5moke; (3) Collapse; or (4) Explosian. G-18652-J (Ed. 07-12) Page 4 of 12 "Insured Contract" means: a. A contract for a lease of premises. However, that po�tion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented ta you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack ag�eement; c. Any easemertt or license agreement; ' Copy�ight, CNA All Rights Reserved. ' G-16652-J ��� 2094794686 (Ed_ 07-12) ' � , , � ' J , ' , , LJ , ' d. An obfigation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business tincluding an indemnification of a municipality in connection . wikh work perfarmed for a municipality) unde� which you assume the tort liabifity of another party to pay for "bodiEy injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement Paragraph % daes not include that part of any contract or agreement {1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (aj Preparing, approving or failing tfl prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing ta give them, if that is the primary cause of the injury or damage; (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury ar damage arising aut of the insured's rendering or failure to render professional services, including those listed in (9j abave and supervisory, inspection, architectural or engineering activities. 7. CONTRACTUAL LiABIL1TY FOR PERSONAL AND ADVERTISING INJURY Under SECTIOiV I— C�VERAGE B—PERSONAL AND ADVERTISING 1NJURY LIABiLiTY, Paragraph 2. Exclusions is amended to delete exclusion e. Contractual Liabiiity. This provision 7. daes nat apply ta any person or organization who o#henrvise qualifies as an additional insured on this Coverage Part. 8. ELECTRONIC DATA LIABILITY A. Under SECTI�N 1— COVERAGE A— BODILY ' INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: ' � [TFtis insurance does not apply to:J p. Electronic Data G-18652-J {Ed. 07-12) Page 5 of 12 Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data" that does not result from physical injury to tangible praperly. However, this exc4usion daes not apply to fiability for damages Decause of "bodily injury." B. The following paragraph is added to SECT(ON Ill — UMITS OF INSURANCE: Subject to 5, above, $100,000 is tfie most we will pay under Coverage A for a[I damages arising out of any one "occurrence" because of "property damage" that resutts from physical injury to tangible property and arises out af "electronic data." C. The fo{lowing definition is added to the SECTION V — DEFINITIt�NS: "Electronic data" means infermation, facts ar programs stored as ar on, created ar used on, or transmitted to or from computer software (including systems and appiications saftware), hard ar floppy disks, CD-R�MS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment D. For the purposes of #he caverage provided by this endorsement, the definit�on of "property darnage" in SECTION V— DEFINITtONS is repfaced by the following: 17. "Property damage" means: a. Physical injury to tangible property, including all resuiting Ioss of use of that properly. All such loss of use shall be deemed to occur at the fime of the physical injury that caused it; b. Lass of use of tangible property that is not physically injured. All such loss of use shaEf be desmed to occur at the time of the "occu�rence" that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "electronic data," resulting from physica[ injury to tangible property. All such loss of "electronic data" shal! be deemed to occur at the time of #he "accurrence" that caused it. For the purposes af this insurance, "electronic data" is not tangi6{e properfy. E. If Electronic Data Liability is provided at a higher limit by anoFher endorsemeni attached to this ' Copyright, CNA All Rights Reserved. ' G-18652-J ��� 2094794686 (Ed. 07-12) ' , LJ policy, then the $10�,000 limit provided by this Provision 8. Etectronic Data Liability is part of, and nat in addition to, that higher limit 9. EXPANDED PERSONAL AND ADVERTISING INJURY - DISCRIMINATION �R HUMILIATION A. SECTION V— DEFINITIQNS is amended to add the follawing to the definition of "Personaf and advertising injury": h. Discrimination or humiliation that results in ' injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is: ' � , , � CJ LJ C ' ' �J ' r ' (1j Not dane intenbonally by or at the direction af. (a) The insured; ar (b) Any "executive officer," director, . stacEchofder, partner, member ar manager (if you are a iimited liability campany} of the insured; and (2) Not directly or indirectly related to the employment, prospective employment, past employment or terminatian of employment of any person or persons by any insured. B. Under SECTION I-- COVERAGE B— PERS�NAL AND ADVERTISING INJURY LIABILITY, Paragraph 2. Exclusions is amended to add the follawing additional exclusians: [This insurance does nat apply ta:] Discrimination Relating 7o Room, Dwetling or Premises "Personal ar adve�ising injury" caused by discrimination directly or indirectly rela#ed to the sale, rental, lease or sub-lease or prospective sale, renfal, lease ar sub-lease of any roam, dwelling or premises by ar at the direction af any insured. Fines Or Penalties Fines or penalties levied or imposed by a governmental entity because of discrimination. This provision 9. does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 70. EXPECTED OR INTEWDED INJURY Intended (njury and replace it with the foflowing: [This insurance daes not apply to:] a. Expected or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusian does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - FER FROJECT A. For each construction project away from premises you own or rent, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit, is the most we will pay fat the sum o#: 1. All damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard"; and 2. All medicaf expenses under Coverage C, that arise from "occurrences" or accidents which can be attributed solely ta ongoing operations at that consVuctian project. Such payments shall not reduce the Genera( Aggregate L.imit shown in the Declarations, nor the Construction Project Aggregate Limit of any other construction praject B. All: 1. Damages under Coverage B, regardless of the number af lacations ar construction projects involved; 2. Damages under Coverage A, caused by "occurrences" which cannot be attributed solely to ongoing operations at a singte construction project, except damages because of "bodily injury" or "property damage" included in the "products- completed operations hazard"; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single constructian project, Under SECTION I— COVERAGE A— BODILY will reduce the General Aggregate Limit shown INJURY AND PROPERTY DAMAGE in the Declarations. LIABILITY, Paragraph 2. Exclusians is atnended to dele#e exclusion a. Expected or G-18652-J (Ed. 07-12) Page 6 of 12 Copyright, CNA All Rights Reserved. ' G-18652-J ��� 2094794686 ( Ed. 07-12} � , � � ' u , ' , C. The Eimits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject ta either the Construction Project Aggregate Limit or the General Aggregate Limit, depending an whether the "occurrence" can be attributed solsly to ongoing operations at a particular construction project D. When coverage for liability arising ou# of the "products-completed operations hazard" is provided, any payments for damages because af "bodily injury" or "property damage" included in the "products-completed operations hazard," regardless of the number of locations involved will reduce the Products-Completed �perations Aggregate Limit shown in the Declarations. E. If a single construction project away from premises owned by or rented to the insured has been ahandoned and fhen restarted, or if the authorized cantracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of SECTION III — LIMITS OF INSURANCE not atherwise madified by this endorserrtent shall continue to apply as stipulated. 92. IN REM ACTIDNS ' Any action in �em against any vessel owned ur operated by or far you, or chartered by or for you will be treated in the same manner as though the action were in personam against you. '�J , , u In rem is a term used to designate actions instituted against the thing, as distinct from actions against the person, which are said to be in persunam. 13.INCIDENTAL HEALTH CARE MALPRAC7ICE COVERAGE A. With respect only to "bodily injury" that arises out of a"health care incident," COVERAGE A— BODIlY INJURY AtVD PROPERTY DAMAGE LIABILITY OF SECTiON I— COVERAGES is amended to replace Insuring Agreement Paragraphs 1.b.(1} and 1.b.(2) with the following: b, This insurance applies to "bodily injury" only ' if you are not in the business of providing professianal health care seroices, and only if: ' L� , (aj "Badily injury" caused by a "health care incident" wiIl be considered caused by an "occurrence"; and (bj All acts, errors ar omissions that are logically con nected by any common fact, circumstance, situation, transaction, event, advice or decisian will be considered to constitute a single "occurrence"; {2} The "bodily injury" accurs during the policy period. Al! "badily injury" arising from an "occurrence" will be deemed to have occurred at the time of the first act, error, or omission that is part of the "occurrence"; and B. With respect only to ihe insurance provided by this Provision 13., Exclusion 2.e. Employer's Liability of SECTION t— COVERAGE A-- BODtLY INJURY AND PROPERTY DAMAGE, is amended to append the following: Only far "bodi(y injury" not covered by other liability insurance {including state-sanctioned self insurance) available to the insured (or which would be available but for exhaustion of its fimits), this exclusion does not appfy to "bodily injury" that arises out of a"health care incident" C. SECTION V— DEFIN1T10NS is amended to add the following new de#inition: "Health care incidenY' means a negligent act, error or omission by your "employees" or "volunteer workers" working on your behalf in the rendering af or failure ta render professional health care services in any of the following capacities, or ihe related furnishing of food, beverages, medical supplies or appliances: a. Physician; b. Nurse; c. Emergency medical technician; d. P�ramedic; e. Chiropractor, f. Dentist; g. Athletic trainer; h. Audiologist; i. Physical therapist; j. Psychologist; {1) The "bodify injury" is caused by an [c. Speech therapist; "occurrence" that takes place in the �, pther allied health professional; or "coverage territory." For the purpose of this insurance: G-18652-J (Ed. 07-12) Page 7 af 12 Copyrighi, CP1A All Rights Reserved. ' G18652-J ��� 2094794686 (Ed. 07-12} `J L_J � ' `J ' � 1 , ' ' ' � ' ' , � m. Provider of first aid or Good Samaritan services rendered in an emergency and for which no payment is demanded or received. D. SECTION 1— COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusions is amended ta add the following additional exclusions. These new exclusions app{y onfy to this Incidentaf Health Care Malpractice Coverage: (This insurance does not apply to:] Dishonesty or Crime Any dishonest, criminal or malicious act, errar or omission. Clinical Triais / Product Testing Acts, errors or omissions that accur in the course of human clinical triafs or product testing. Medicare/Medicaid Fraud Medicare or Medicaid fraud or abuse. Services Excluded by Endorsement Any "health care incident" for which coverage is excluded by endorsement E. SECTION V— DEFINITIONS is amended to add the following subparagraph to Paragraph f. of the definition of "insured contract": Paragraph f. does not include that part of any contract or agreement (4) Under which you assume another's tort liability for "bodily injury" arising out of the rendering of or failure to render professiona! health care services. F. SECTION U— WHO IS AN INSURED is amended to add t�e following provisions: 1. Your "employees" are insureds with respect to: a. "bodily injury" to a co-"employee" while in ihe course of tFie co='employee's" empEoyment by y�u or while pe�forming duties related to the conduct of your business; and b. "bodily injury" to a"volunteer worker" while performing duties related to the canduct af your business; when such "bodily injury" arises out of a "health care incident" 2. Your "volunieer workers" are insureds with respect to: G-'18652-J (Ed. 07-12) Page 8 af 12 a. "bodily injury" to a co"volunteer worker' while performing duties related to the conduct of your business; and b. "bodily injury" to an "employee" while in the course of the "employee's" empfoyment by you or while performing duties related to the conduct of your business; when such "bodily injury" arises out of a "health care incident" 3. Paragraphs 2.a. (9)(a), (b} and (c) af SECTION 11 — WHO IS AN 1NSURED dp not apply to "bodily injury" for which insurance is pravided this Provision 13. 4. Paragraph 2.a.(1)(d� of SECTlON Il — WHO IS AN INSURED is delsted. G. With respect to the Provision 43., the Paragraph 4.b.(1} COMMERCIAL C�ND[TIONS: insurance pr4vided by this fallowing is added to of SECTION IV — GENERAL LIABILITY To the extent this insurance applies, it is excess over any of ihe other insurance (including qualified self insurance), whether primary, excess, contingent or on any ather basis, except for insurance purchased specificaily by you to be excess of this poficy. 14. JOINT VENTURES 1 PARTNERSHIP / LtM1TED LtABILiTY COMPANIES A. The following is added to SECTION tl — WHO 1S AN INSURED: 4. You are an insured when you had an interest in a joint venture, partnership or limited liability company which terminated or ended prior to or during this policy period, but only to the extent of your interest in such joint venture, partnership or limited liability company. This coverage does not apply: a. Prior to the terminatian date of any joint venture, pa�tnership or limited liability company; b. If there is other va�id and collectible insurance purchased specificaily to insure the partnership, joint venture or limited Iiability company; or c. To a joint venture, partnership or limited liability company which is or was insured under a "consolidated (wrap-up) insurance program." ' Capyright, CNA All Rtghts Reserved. � G-18652-J ��� 2094794686 (Ed. 07-12} ' ' , ' , , ' �J � ' , ' � ' ' ' , [Please see item 2fi.C. of this endorsement for the definition of "consolidated (wrap-up} program."] B. The last paragraph of SECTION It — WHO IS AN INSURED is deleted and replaced by the following: Except as provided under the Contractors' General Liability Extension Endorsement or by the attachment of another endorsement (if any), no person or organization is an insured with respect to the conduct of any current or past partnership, joint ventu�e ar limited liability company that is not shown as a Named lnsured in the Declaratiflns. 96. LEGAL LIABILITY/A�.IENATED PREMISES! BURROWED EQUIPMENT A. Under SECTION I— COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusions is amended to delete exclusion j. Damage to Rroperty in its entirety and replace it with the following: [This insurance does not app[y to:] j. Darnage to Property "Properfy damage" to: (4) Property you own, rent, or occupy; (2} Premises you seq, give away or abandon, if the "property damage" arises ou# of any part of those premises; (3) Property loa�ed to you; (4) Personal p�operty in the care, custody ar control of the insured; (5) That particular part of real property on which you or any contractors or subcontractors working directly or indirectly on your behalf are perfarming operabons, if the "property damage" arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because "your work" was incorrectly performed on it. Paragraph (2) of this exclusion tfoes not app(y if the premises are "your work." Paragraphs {3) and (4j of this exclusion do not apply to "property damage" to tools or equipment loaned to you. A separate limit of insurance applies to such toals or equipment thet are damaged while being used in your operations. G-18652-J (Ed. 07-12) Page 9 of 12 Paragraphs (1), (3) and (4) of this exclusian do not apply ta "property damage" (other than damage by fire} to premises rented to you or temporarily occupied by you with ttte permission of the owner, or to the contents af premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in SECTION 111— L1MtTS OF I NSURANCE. Paragraphs (3), (A), {5) and (6) of this excfusion do not app[y to liability assumed under a sidetrack agreement Paragraph (6j af this exclusion does not apply to "properiy damage" included in the "products-completed operations hazard." B. Under SECTI�N 1— COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE the last paragraph af Paragraph 2. Exclusions is deleted and replaced by the following. Exclusions c. through n. do not apply to damage by fire to premises while rented to you or temporarily occupied by you wifh pertnission of the owner nor to the contents of premises rented to you for a period of 7 a� fewer consecutive days. A separate limit of insurance applies ta this coverage as described in SECTION lil — LIMITS OF INSURANCE. C. The following paragraph is added to SECTION 111— LIMtTS OF 1NSURANCE: Subject to 5. above, $25,000 is the most we wil! pay under Coverage A fo� damages arising out of any one "occurrence" because of "property damage" to tools or equipment loaned to you by others that occurs while the equipment is being used to pertorrn aperations. D. Paragraph 6. Damage To Premises Rented Ta You Limit of SECTION 111 — LIMITS OF 1NSURANCE is replaced by the following: B. Subject to Paragraph 5, above, (the Each Occunence Limit), the Damage To Premises Renfed To You Limit is the most we will pay under SECTION — 1— COVERAGE A for damages because of "property damage" to any one premises while rented to you or temporarily occupied by you with the permission af the awner, including contents of such premises rented to you for a period of 7 or fewer consecutive days. The Damage Ta Premises Rented To You Limit is the greater of: a. $500,000; or ' Copyright, CNA Alt Rights Reserved. ' ��� 2094794686 G-18652-J ��d. a7-�z� ' b. Th� Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.{1)(a)(ii) af SECTION IV — ' COMMERCIAL GENERAL LIABILITY CONDITIONS is deleted and replaced by the following: LJI , , , , , �� I � ' LJ � C� ' , ' LJ (ii) That is property insurance for premises rented to yau, for premises temporarily occupied by you with the permission of the owner, or for personal property of others in your care, custody ar control; P. This Pravision 15. does not apply if Damage To Premises Rented To You Liability under SECTION —{— COVERAGE A is excfuded by endorsement. 9fi. LIBERALIL4TlON CLAUSE !f we adopt a change in our fonns ar rules which would broaden caverage for contractors under this endorsement without an additional premium charge, your policy will automatically provide the additianal coverage as of the date the revision is effective in your state. 17. LIQUDR LIABILITY Under SECTION I— COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusions is amended fo de[ete excfusion c. Liquor Liability. This provision 17. does not apply to any person or organization wht� otherwise qualifies as an additional insured on this Caverage Part. '18. MEDICAL FAYMENTS A. Paragraph 7. Medical Expense Limit, of SECTION II! — l.IMITS OF INSURANCE is deleted and replaced by the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medicai Expense Limit is the most we will pay under SECTION — I— COVERAGE C for all medical expenses because ofi "bodily injury" sustained by any one person. The Medical Expense Limit is the greater of: (1} $i5,o0o; or (2} The amount shown in the Declaratians for Medica! Expense Limit. B. Paragraph 1.a.(3)(b) of SECTIDN 1— COVERAGE C MEDICAL PAYMENTS, is replaced by the follawing: (b) The expenses are incuRed and reported to us within three years of the da#e of the accident; and G-18652-J (Ed. D7-12) Page 10 of 12 This paragraph B. does not appiy ta medical expenses incurred in the state of Missouri. 19. NON-OWNED AIRCRAFT Under SECTION I— COVERAGE A— BODI�Y INJURY AND RROPERTY DAMAGE LIABILITY. Paragraph 2. Exclusions is amended such that exclusion g. Aircraft, Auto or Watercraft does not appiy to an aircraft you do not own, provided that 1. The pilot in command hotds a currently effective certificate issued by the duly constitufed authority af the United States af America ar Canada, designating that person as a commerciaf or airline transport pilot; 2. The aircraft is rented to yau with a trained, paid crew; and 3. The aircraft does not transport persons or cargo for a charge. 20. NON-OWNED WATERCRAFT Under SECTION 1— COVERAGE A— BODfLY INJURY AND PROPERTY DAMAGE LIABILiTY, Paragraph 2. Exclusions is amended to delete subparagraph (2) of exclusion g. Aircraft, Auto or Watercraft and replace it with the following. [This exclusion does noi apply to:] {2} A watercraft you do not own that is: (a) Less than 75 feet long; and (b) Not being used to carry persons ar property for a charge. 21. PRIMARY AND NON-CUNTRIBUTORY TO OTHERINSURANCE �th respect to any person ar organization that is an addit€onal insured under this Coverage Part, the following is added to Paragraph 4. of SECTIOIJ IV — C�MMERCIAL GENERAL LIABILITY CONDITIONS: If you have agreed in writing in a contract or agreement that this insurance is primary and nan- contributory relative to an additional insured's awn insurance, then this insurance is prirnary and we will not seek contribution from that other insurance. For the purpose of this Provision 27., the additional insured's awn insurance means insurance on which the additiona! insured is a Named [nsured. This Provision 21. does not apply in situations where the endorsement on this policy affording coverage to the additional insured specifies that this insurance is excess aver any other insurance available to that additional insured. 22. PROPERTY DAMAGE — ELEVATORS � Copyright, CNA All Rtghis Reseroed. ' G-'18652-J ��� 2094794686 tEC�. a7-�2� , LJ , �_ J ' r ' ' ,� LJ A. Under SECTION I— COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusions is amended such that exclusion k. Damage to Your Product, and subparagraph (3), (4) and (6} of exclusion j. Damage to Property do not apply "property damage" that results from the use of elevators. B. With respect only to the coverage provided by this endorsement, Condition 4. Other 26. lnsurance in SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITlONS is amended to add the following subparagraph b.t1)(a}(v): 4. Other Insurance b. Excess Insurance (1) This insurance is excess over. (a� Any of fhe o#her insurance, whether primary, excess, contingenE or on any other basis: (v) That is Property insurance cove�ing property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS A. Under Section I— Supplementary Payments -- Coverages A and B, Paragraph 1.b., the limit of $250 shawn for tf►e cost of bail bonds is repiaced by $5,000: B. In Paragraph 1.d., the limit of $25U shown for daily loss of earnings is replaced by $1,000. , 24. UNINTENTiONAL FAILURE T� DISCLOSE HAZARDS If unintentianally you should fail to disclose all ' existing hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. ' LJ 25. WAlVER OF SUBGR�GATION - BLANKET Under SECTION IV — C�MMERCIAL GENERAL LIABILITY CONDITIONS, The Transfer C3f Rights Of Recovery Against Others To Us Condition is amended by fhe addition of the following: We waive any right of recovery we may have ' against any person or organization because of payments we make for injury or damage arising out af: �] , 1. Yaur ongoing operations; ar 2. "Your work" included in the "products completed aperations hazard." G-18652-J (Ed. 07-'12) Page 19 of 12 Hawever, this waiver applies only when you have agreed in w�iting to waive such rights af recovery in a contract or agreement, and only if the contract or agreement 9. Is in effect or becomes effective during the term of this policy; and 2. Was executed prior to loss. WRAP-UP EXTENSION: OWNER CONTROLLED 1NSURANCE PR�GRAM, CONTRACT�R CONTROLLED INSURANCE PR�GRAM OR CONSOLIDATED (WRAP-UP) [NSURANCE PRUGRAMS Note: The fallowing provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a "co�solidated {wrap-up) insurance program" by appficable state statute or regulation: If the endorsement EXCLUSION — CONSTRUCTION WRAP-UP or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled insurance P�ograms (C.C.I.P.} i5 attached to this policy, then the following changes apply: A. The fallowing wording is added to the endorsement With respect to a "consolidated {wrap-up) insurance program" project in which you are or were involved, this exclusion does not appiy to those sums you become legally obligated to pay as damages because afi 1. "Bodily injury," "property damage," o� "personal or advertising injury" that occurs during your ongoing operations at the project, or during such operations of anyone acting on your behalf; nor 2. "Bodi{y injury" or "property damage" included within the "products-completed operations hazard" that arises out of those po�tions of the project that ere not "residential structures." B. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended to add tiie follawing subparagraph 4.b.(1)(c) to Condition 4. Other Insurance: [This insurance is excess over.] {c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to you as a resu{t of yaur being a participant in a"cansolidated (wrap-up) insurance program," but only as , Copyright, CNA Alt Rlghts Reserved. ' G-18652-J ��� 2094794686 (Ed. �7-12� � LJ respects ynur involvement in that "consalidated (wrap-up) insurance program." C. SECTION V— DEFINITIONS is amended to add the foilowing deftnition: "Consolidated {wrap-ttp) insurance program" , means a construction, erection or demolition project for which t�e prime contractor/project manager or owner of the constructi�n project , has secured general liabiliry insurance covering some or all of the contractors or subcantractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) ar ' Contractor Controlled Insurance Program (C.C.I.P.). , , � ' ' LJ , � ' � ' "Residential structure" means any structure where 3Q ar more of the square foot area is used or is intended to be used for human All other terms and canditions of the Poficy remain unchanged. residency including but not limited to single or multifamily housing, apartments, candominiums, townhouses, ca-operatives or planned unit develapments and also includes their cammon areas and/or appurtenant structures (including poals, hot tubs, detached garages, guest houses or any similar structu�es). When there is no individual awnership of units, residential structure daes not include military housing, callege/university housing or dormitories, long term care facilities, hotels, or motels. Residential structure aiso does not inctude hospitals or prisons. This provision 26. does not apply ta any person or organization who othennrise qualifies as an additional insured on this Coverage Part This endorsement, which forms a pact of and is for attachment to the Policy issued by the designated Insurers, takes effect an the effective dafe of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrentfy with said Policy. ' G-18652-J (Ed. 07-12) Page 12 of 12 Material used with permission of IS� Properties, 1nc ' Copyright, CNA All Rlghts Reserved. � POLICY NUMBER: 2osas2ss9s ' 0 COMMERCIAL AUTO CA 20 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM , GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM � � � ' , �l ��� , l_J , '�_J ' ' ' , With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifes person(s) or organization(s) who are "insureds" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. SCHEDULE ame of Person(s) or Organization(s): ANY PERSON OR ORGANIZATION WHICH IS REQUIRED TO BE NAMED AS A RESULT OF A WRITTEN CONTRACT. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.) Each person or organization shown in the Schedule is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. ' CA 20 48 02 99 Copyright, Insurance Services Office, Inc., 1998 Page 1 of 1 'This page has been left blank intentionally. , ' , ' , CJ ' , ' ' ' ' ' ' ' , ' , �XHIBIT F CERTIFICATE OF INSURANCE ' City of Federal Way RFB # 13-106 ' S. 356'h St. Regional Stormwater Facility Retrofit Construction Project Page 61 2013 RFB ver. 1-08 � EXHiBIT G CITY OF FEDERAL WAY PERFORMANCE/PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned , ("Principal'� and , the undersigned corporation organized and existing under the laws of the State of and legaily 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 Dollars and no/100 ($ ) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally. This obligation is entered into an Agreement with the City dated . 20_ for NOW, THEREFORE, if the Principal shall pertorm 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 perso.n 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. 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. 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 shalt 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 Surery elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall retum, 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 inediation in accordance with the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The Parties shall City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project Page 62 RFB ver. 1-08 RFB # 13-106 2013 r ' �J ' 1 ' Bond No. 105945073 EXHIBIT G CITY OF F@DERAL WAY PERFORMANCE/PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned Llovd Enterprises, Inc. ,("Principal'� and Travelers Casualty and Surety Compan�of America , the undersigned corporation organized and existing under the laws af the State of Connecticut and fegally doing business in the State af Washington as a surety ("Surety�, are held and firmly bonded unto the City of Federal Way, a Washing n muniapal corporation ("City'� in the penal sum of Seven Hundred Seventv Five Thousand " Doll�rs and �/100 ($ 775.191.07 ) for the payment of which we firmly bind ourselves and our legal representatives, heirs, surce�ors and assigns, jointly and severally. *One Hundred Ninety One This obligation is entered into an Agreement with the City dated . 20 � 3 for S 356th St. Regional Stormwater Facilitv Retrofit Construction Project .(RFB 13-1069) NQW, THERE�ORE, if the Principal shall perfarm aD the provisions of the Agreement in the manner and within the dme perfoc! prescribed by the �ty, or within such extensions of dme as may be granted under the Agreement, and shalt pay all labor�rs, mechanics, subcontractors and matenal men or women, :and all persons wha shall supply the Prind�al or sube�ntractars with provisians and supplies for the c�rrying on of said work, and shall hold khe Cly, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessne5s or neglig�nce on the part of the Principal, or any subcontractor in the pertormance of said work, and sh�ll indemnify and hoid the Gity harmless from any damage or expense by reason of failure of performance as specified in the Agreement. And the Surety, for value received, hereby further stipu{ates 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 do�s hereby waive nobce of any change, extension of time, alterations or additions to the terms of the Agreelnent or #o thc Work. The Surety hereby agrees that modi�cations and changes may be made in terms and pr�visions 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. Within forty-five (45) days of receiving notice that the Prinapal has defaulteri on all or part of the terms of the Agreement, the Surety shall make a written commitment to the Gty 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 Gry to remedy the default, including legal fees incurred by the City, or (c) in the eveni tfiat 5urety's evaluatlon of'the disput�e is not complete or• in the event Che Surety disputes the Gty's clalm of default, khe' Surety shall notify the Gty of its finding and its intent, if arry, to interplead. The Surety shall then fulfiD its obligatfons under this bond, atcording to the option !C-has-elected. Should Surety elect option (a) to ture the default, the penal sum of the Band shall be reduced in an amount equal to the costs actually incurred by the Surety in curin.g the default. If the Surety elects oplion (b), then upan completion of the necessary work, the City shall notify the Surety of its actual costs. The City shalL recurn, without interest, any averpayment made b.y the Surery and the Surety. shall pay to the City ahy actual costs whieh exeeed lhe Gty estimate, limlted to the bond amount. Should the Surety elect optlon (.e), the Parties shall first eomplete particlpa[ion in m�ciiation, 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 Gty's declaration of default by the Principal, the Parties agree to participate in at teast four hours of inediabon in acwrdance with the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The Parties shall , City of Federal Way S. 356�" St. Regiona! Stormwater Facility Retrofit Construction Project Page 62 RFB ver. 1-08 1 RFB # 13-106 2013 w proportionateiy share in the cost of the mediation. The mediation shall be administered by the Seattle USA&M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation. DATED this 21 st day of June . 2013 . CORPORATE SEAL OF PRINCIPAL: PRINCIPAL Lioyd Enterprises, Inc. By: (Name of Person Executing Bond) Its: �� °� '��tC��.1�'V�i" (Title) PO Box 3889 Federal Way, WA 98063 (Address) (253) 874-6692 (Phone) CERTLFICATE A5 TO CORPORATE SEAL I her y c ify at I m the (Assis[ant) Secr�tary of th� Corporation named as Princip I ir� the w3thin nd•„ hat wi�o signed the said bond on behalf of the Principal, w�s l� � of t sai o oradon• khat I know his or her si nature thereta is ge�uirte, �nd that said rP , 9 boncl was duly signed, seale�i, and attested for and in behaif of said Corpa►ation byauthority of its goveming body. CORPO�RTE SEAL OF SURETY: � ��; 4Y ,''��1111i11�I/e�i.. d^i��� e� '•: ;,:2��,�L� .�:�..,, f?,{; ° : �r . � i ' �� "`i � l • � ��'MNO� .F . : . �, : " � bdo��avM � � : ',�. : ; �.�•,��� �� �, }�J ,��� '�'� '��3ssft�,�Q. ' City of Federal Way ' S. 356`" St. Regional Stormwater Facility Retrofit Construction Project Page 63 RFB ver. 1-08 CJ �/��J�GD 5 etary of Assistant Secretary Travelers Casualty and Surety Company of America SU By: Attomey- - a (Attach Power of Attorney) Peggy A. Firth (Name of Person Executing Bo�d) 1501 Fourth Avenue, Suite 1150 Seattle, WA 98101 (Address) (206) 326-4274 (Phone) RFB # 13-106 2013 APPROVCD AS TO FORM: Patricia A. Richardson, City Attor City of Federa! Way ' S. 356'" St. Regional Storrnwater Facility Retrofit Construction Proj�ct RFB ver. 1-08 ' Page 64 RFB # 13-106 2013 TRAVELERSJ� OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company Attorney-In Fact No. 226548 St. Paul Mercury Insurance Company TYavelers Casualty and Surety Company TY�avelers Casualty and Surety Company of America United States Fidelity and Guaranty Company CertiScate No. 0 0 5 4 6 4 3 0 6 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fideliry and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guazanry Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collecdvely called the "Companies"), and that the Companies do hereby make, consqtute and appoint Eric Zimmerman, Karen Swanson, Brent E. Heilesen, Anne E. Strieby, James B. Binder, Peter J. Comfort, Jennifer L. Snyder, Julie R. Truitt, Peggy A. Firth, Tamarie Ellingsen, Steve Marinkovich, Christopher Kinyon, Jamie Diemer, Lori Fowler, Alex Adams, Amanda Rush, Casey Jackson, Joy Jennings, Leah Shamberg, Martha Juarez, Stephanie Hansen, Tisha Bliven, Taylor Murray, and Tabitha Tomlinson of the City of Tacoma , State of Washington , their riue and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other wrirings obligatory in the nature thereof on behalf of the Companies in their busjness of guaranteeing the fidelity of persons, guazanteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pernaitfed in aqy acUons or prqpeedings allowed by law. � ek . IN WITNESS WHEREOF, the Companies haue caused this instrut�nt�ta�be s�gned and the1� cor[5orate sea�s to be hereto affixed, this 29th day of April 2013 ��° Farmington Casualty Co�i�t� . u � St. Paul Mercary Insurance Company Fidelity and Guaranty �fis�rranee �mpaay a 'ltavelers Casualty and Surety Company Fidelity and Guaranty Insui�+te"T.Jnderwriters, Inc. 1Yavelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company 5t. Paul Guardian Insurance Company �p�q/.p6pUp,����` � �� CyflRE6�' �O��N�,�N,rGNy OP+��NS�q'� 6J�,�fYAMp@G f�'�''�ry ��� � S J11 C1 '•`^'w'MW1ED �. Z ��ORPl.R����P W�:CAa►ORATF ct" ro� 9� � � ED /�_�_\ 1982 0 � Y m m i s . o XRR�fORD, < i r�v.j� � q, �; -� . l� n Ji •o n R � � � a 1977 1951 � s� �o qSH2i,Li.s °�W �""' o � � �� y`-*�c��a � 1�� �� o• �t 4 '`�.,, s e ��....�� s c y...... L � b. r sr Y� F IfANCi .($ . ANr jr•......M'� 61 •'�J NM State of Connecficut City of Hartford ss. BY. Robert L. Raney, enior V'ice President On this the 29th day of ApYll 2013 before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farnungton Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. �6.TlT� In Witness Whereof, I hereunto set my hand and official seal. � My Commission expires the 30th day of June, 2016. *��� } d� �i . 58440-8-12 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS I c�n,i.�► e . ��'w�� Marie C. Tetreault, Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranry Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company, which resolutions aze now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or wnditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemniry, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking ' shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive V'ice President, any Senior �ce President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is ' FURTHER RESOLVED, that the signature of each of the following officers; President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attomey or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guazanty Insurance Company, Fideliry and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insu�ance Company, St. Paul Mercury Insurance Compaay, Travelers Casualty and Surery Company, Travelers Casualty and Surety Company of America, and Uni . s Fi���and G ry Company do hereby certify that the above and foregoing is a true and wrrect copy of the Power of Attomey executed by said Com ��'�, w c� i 1 fp�e 'effect and has not been revoked. �r` �"�uw, i ly �U4 -_ �'��' + "�' � �,' `�i�'� '� " "�`� ,r �"�agy� a �ti �' "'�� � ��� ���,m �= �,��;�, IN TESTIMONY WHEREOF, I have hereunto set my hand anc��Ce� th�s�,s o�`s ' �' 'es this �� day of �l/�V � , 20 �� ��4 • � � � . �� � 'f ��`��� �� � v �� �'"�� �` ��� " �� "� �� � �, ,�� ���r � �° d��"� �� ��� Kevin E. Hughes, Assistant S tary � GI.SU,�< 4F1R 4 ��M �NS ,� IN84N ��TY ANO ..�t Y Z? ��ppp" fi �� � � .,. �r e��. `9 JV'.......-. 1q, �J s� �N��RI � �% OS�}�+'� ��� -, f � p�COR�� � ?�'.•' PORq u�u �� '9� V' i 7• 2� O � z m �� I i� ��F a a HMTFOAD, < tNRIfOFp.� ���' � • s 1951 � SEAL /o' "SS1LLj3° � C�' ° �R ''� �� e� b`y • �'~� 'G'VRANGE`O `di ..... �a '�.`�., .,` +�o � � �� s . �.N � lr........r�,+° ' yi �a � � ,� � /�N� To verify the authenticiry of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. IS INVAIID WITHOUTTHE ' ' ' ' ' ' ' � , ' ' 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 I, Appendix B of the Regulations. 3. Solicitations for Sub-contracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for work to be performed under a sub-contract, including procurement of materials or leases of equipment, each potential sub-contractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non-discrimination on the grounds of race, color, sex, or national origin. 4. Information and Reports The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the contracting agency or the appropriate federat 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 ' S. 356'h St. Regional Stormwater Facility Retrofit Construction Project Page 65 RFB ver. 1-08 ' RFB # 13-106 2013 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 S. 356`h St. Regional Stormwater Facility Retrofit Construction Project Page 66 RFB ver. 1-08 RFB # 13-106 2013 ��d' � )�����} 4 #A✓k .eXL. k�j'v `'^'M 3' � f 4'�2 � ° � R c � ,� �� k�i � Y+� s��X �� �.i �..r i`., !' 1� s �{ 1 th: r �- p r�e}7 ���t ��) ; I , t. , �f� ' � � :. a x �': � �c "�j�� � M 1 • b ��j5 & $ �+`'� 1,},1+�5`�, �p P� ` �"�` - t ! S � J � e i % '�k'„ro �P � s� � . . . . . � . . � �� � ��� �' . . . . . - . ' � . ' . . � � . . . . . . ' . . _ ' . . 4. . � �.��. . I ,. � � . . � � � . � � � � . AMENDMENTS TO STANDARD SPECIFICATIONS ' . ' , ' ' ' ' , ' ' ' , ' City of Federal Way ' S. 356`h St. Regional Stormwater Facility Retrofit Construction Project RFB ver. 1-08 ' RFB # 13-106 2013 � fi � =a..t � tt � ) � d Y`=+� . . :: �, �^ 1 2 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 �. ; �� ���° �' �° �, "` � � � t � '.:.�.�" -aqk5.�", � a�!^v�' �1 � a2�� s"��� a � . � y *� `9�" r � J �' �11'n , �' y�r ` . 4 ;� � Y%i �m ?,�. „ t �». �, .� �.: � .� r ,. . . 7 �. . � . � . .. . .. . . . . . , ' , y INTRODUCTION � The following Amendments anci Special Provisions shall be used in conjunction with the 2012 Standard Specifications for Road, Bridge, and Municipal Construction. , AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflic#ing provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. Section 1-01, Definition and Terms August 6, 2012 1-01.3 Definitions The definition for "Bid Documents" is revised to read: The component parts of the proposed Contract which may include, but are not limited to, the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and, for projects with Contracting Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurface boring logs (if any). The definition for "Superstructures" is revised to read: The part of the Structure above: 1. The bottom of the grout pad for the simple and continuous span bearing, or 2. The bottorn of the block suppor[ing the girder, or 3. Arch skewback and construction joints at the top of vertical abutment members or rigid frame piers. Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance with the following criteria: 1. From the face of end diaphragm abutting the bridge approach embankment for end piers without expansion joints, or ' 2. From the end pier expansion joint for bridges with end pier expansion joints. Superstructures include, but are not limited to, the bottom slab and webs of box girders, the bridge deck and diaphragms of all bridges, and the sidewalks when shown on the bridge deck. The Superstructure also includes the girders, expansion joints, bearings, barrier, and railing attached to the Superstructure when such Superstructure components are not otherwise covered by separate unit measured or lump sum bid items. i ' ' ' ' ' 92� ix.^-�. ci. 't � �� � ' i 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 � �� y - ^ 1 � ��,ya�"� a+ # s^ r> .'� . , e � ��° 'f��Y,� �, 3 � � 54 .s oa,f#�a . �� f; � � �.� r �' � ��' r���s�`��*'�`a�J�� ���f�¢ � ,�. � � . '` �_ s� �, . � �` ,. '�.� `� �:�' �� �.,�` , � #{ � 4 i'. Y -. p� TM�,� � � � � , ._ . � . ( � . . �4�' 1`�rt��'„ � �, ��;s, :s � , - �. .. � :.; . . . . � . � . � . � ... . . � � ... .r� - Sup+arstructures do nat include endwal�s, wingwalls, barrier and ralilitlg attad�d tA-�+ wingwalis, and cantilever barriers and railings unless supported by the Superstructure. Section 1-02, Bid Procedures and Conditions January 2, 2012 1-02.4(2) Subsurface Information The first two sentences in the first paragraph are revised to read: If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data, soil sample test data, and geotechnical recommendations reports obtained by the Contracting Agency will be made available for inspection by the Bidders at the location specified in the Special Provisions. The Summary of Geotechnical Conditions, as an appendix to the Special Provisions, and the boring logs shall be considered as part of the Contract. Section 1-03, Award and Execution of Contract April 2, 2012 1-03.1(1) Tied Bids This section's title is revised to read: 1-03.1(1) Identical Bid Totals Section 1-05, Control of Work August 6, 2012 1-05.13(1) Emergency Contact List The second sentence in the first paragraph is revised to read: The list shall include, at a minimum, the Prime Contractor's Project Manager, or equivalent, the Prime Contractor's Project Superintendent, the Erosion and Sediment Control (ESC) Lead and the Traffic Control Supervisor. Section 1-07, Legal Relations and Responsibilities to the Public June 4, 2012 1-07.1 Laws to be Observed The following two sentences are inserted after the first sentence in the third paragraph: In particular the Contractor's attention is drawn to the requirements of WAC 296.800 which requires employers to provide a safe workplace. More specifically WAC 296.800.11025 prohibits alcohol and narcotics from the workplace. Section 1-08, Prosecution and Progress April 2, 2012 i-08.1 Subcontracting In the eighth paragraph, "Contracting Agency" is revised to read "WSDOT". � t � {� r^ ,il i � ��,. ,��, ' � S � � j , � � z c, 7s� :�'� �,�y' � s,:;�F '° " w �, �, Y'a.v �yp4�. ,�-�'9� � . , ' a2�ffi , "�,�' r �"�,�`�' . . 'St�' ,.. �-�S' ,�fi� i �� `i' . . . . . . . . uS,� . � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1-08.3(1) General Requirements ' The following new paragraph is inserted after the first paragraph: Total float belongs to the project and shail not be for the exciusive benefit of any party. 1-08.7 Maintenance During Suspension The second paragraph is revised to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access routes for public use during the suspension (as required in Section 1-07.23 or the Special Provisions.) This may include a temporary road, alternative pedestrian access route or detour. Section 1-09, Measurement and Payment August 6, 2012 1-09.y Measurement of Quantities The following new sentence is inserted after the sentence ""Ton"2,000 pounds of avoirdupois weight": Items of payment that have "Lump Sum" or "Force Account" in the Bid Item of Work shall have no specific unit of ineasurement requirement. 1-09.2(5) Measurement The second sentence in the first paragraph is revised to read: The frequency of verification checks will be such that at least one test weekly is performed for each scale used in weighing contract items of Work. Section 3-04, Acceptance of Aggrega#e April 2, 2012 3-04.3(7)D4 An Entire Lot The last sentence is deleted. 3-04.5 Payment In the second paragraph, the reference "Section 3-04.3(6)C " is revised to read "Section 3- 04.3(8)". In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read: 9-03.14(4) Gravel Borrow for Geosynthetic 4000 2000 $30 $60 Retainin Wall 3 A �� � �.�� x�i� � ,� � ,�,*�� .,�, � � t ._ � r ' :.a w , `4` ; 4 � :f Tr�.i�+?t}; � � ��*�.^'� 4 �'� r>.. � � ., . [ �ii a - t i� } J.. . k � �k � E`" � ' �°' � � �y bs �' t�. � � �i' . . . � �8�{. x � �' �t Y °,$,g . . . �-.,F .''F I �'., G n ,�-,^� . �. . � � � . . . . ' . . � "�`; .. . . . . . � a r; . � o '�.,y � 1 Section 5-01, Cement Concrete'Pavement Rehab�iftatian ' . 2 April 2, 2012 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 5-01.3(2)B Portland Cement Concrete The fifth sentence in the third paragraph is revised to read: The lower Specification limit for compressive strength shall be 4,000-psi. The last two sentences in the third paragraph are deleted. 5-01.3(11) Concrete Slurry This section including title is revised to read: 5-01.3(11) Concrete Slurry and Grinding Residue All concrete slurry and grinding residue shall be removed from the pavement surface on a continual basis immediately behind the grinding or cutting operations. Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface or into any drainage structure. The Contractor shall collect the concrete slurry and grinding residue from the pavement surface and dispose of it in accordance with Section 2-03.3(7)C. Opening to traffic shall meet the requirements of Section 5-05.3(17). Section 5-02, Bituminous SurFace Treatment August 6, 2012 5-02.2 Materials The following new paragraph is inserted after the second paragraph: Each source of aggregate for bituminous surface treatment shall be evaluated separately for acceptance in accordance with Section 3-04. Section 5-04, Hot Mix Asphalt August 6, 2012 5-04.3(10)B3 Longitudinal Joint Density The section including title is revised to read: 5-04.3(10)B3 Vacant 5-04.3(11)D General The last sentence in the first paragraph is deleted. Sectlon 6-02, Concrete Structures August 6, 2012 6-02.3(2) Proportioning Materials The Lean Concrete value in the column "Minimum Cemetitious Content (pounds)" in the table titled "Cementitious Requirement for Concrete" is revised to read: a �' ' y �, � t � ��" � � t d ; � �. t �z`° at . . ' - �� r h _ ':� ,� "� __` `,� a � � # ;�' n4�= ° . -t3�.� uK *�',&,�. ��z. t � � r w � s:r�t x "�` ?" _ . . {�' 1! ^' � . -" 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 x***145 � s'���'��` ��, � w s.. ��' 4�.�e� s.'£°., i � ve� . . '�`+ ."s e . �` '.: � ;rt F ^��„� � . .. ' ! � .',i`c . , }..w i rM'. �'f � . � .. ... . � � �. The following new note is inserted after the note ""*" No maximum specified" in the table titled "Cementitious Requirement for Concrete": , *"'"'Maximum of 200 pounds 6-02.3(2)B Commercial Concrete The second paragraph is revised to read: Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of Section 6-02.3(5)C shall apply. 6-02.3(2)D Lean Concrete This section is revised to read: Lean concrete shall meet the cementitious requirements of Section 6-02.3(2) and have a maximum water/cement ratio of 2. 6-02.3(14)C Pigmented Sealer for Concrete Surfaces This section is revised to read: The Contractor shall submit the pigmented sealer manufacturer's written instructions covering, at a minimum, the following: 1. 2. 3. 4. 5. Surface preparation Application methods Requirements for concrete curing prior to sealer application Temperature, humidity and precipitation limitations for application Rate of application and number of coats to apply The Contractor shall not begin applying pigmented sealer to the surfaces specified to receive the sealer until receiving the Engineer's approval of the submittal. All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 surface finish (except that concrete barrier surfaces shall be finished in accordance with Section 6-02.3(11)A). The Contractor shall not apply pigmented sealer from a batch greater than 12 months past the initial date of color sample approval of that batch by the Engineer. The pigmented sealer color or colors for specific concrete surfaces shall be as specified in the Special Provisions. � ' ' ' , ii .y� .�... _ 1 2 � 3 4 6 7 9 ' ,S, r �''i.,� " � ' • ,� "k'a 9r�". rn � i' s �,� . 3 � l�� 4 } . }� � �1 7 �f;'� ia W ..F � �"� � B- '� a�z� � �,. a f� � � �g � � � � . � s !�` s ss '�kk .., irac` The final appearance shall be even and uniform withou# blotchit�sa,°`��r� ��' `�`;; uneven color. Surface finishes deemed unacceptable by the Engineer strati k� r� � coated in accordance with the manufacturer's recommendations at no addition�l expense to the Contracting Agency. For concrete surfaces such as columns, retaining walls, pier walls, abutments, concrete fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to 1 foot below the finish ground line, unless otherwise shown in the Plans. 10 6-02.3(16) Plans for Falsework and Formwork 11 Item No. 4 in the seventh paragraph is revised to read: 12 13 4. Conditions required by other Sections of 6-02.3(17), Falsework and Formwork. 14 15 Item's No. 5, 6, 7, and 8 in the seventh paragraph are deleted. 16 17 The following paragraph is inserted after the seventh paragraph: 18 19 Plan approval can be done by the Project Engineer for footings and walls 4 to 8 feet high 20 (excluding pedestal height) provided: 21 22 23 24 25 26 27 28 29 30 E 3. Concrete placement rate is 4 feet per hour or less. Facing is 3/4-inch plywood with grades as specified per Section 6-02.3(17)I. Studs, with plywood face grain perpendicular, are 2 by 4's spaced at 12 inches. 4. Walers with 3,000 pound safe working load ties spaced at 24 inches are two 2 by 4's spaced at 24 inches. 31 6-02.3(17)F Bracing 32 In the first paragraph, th� phrase "per Section 6-02.3(17)I" is revised to read "in accordance 33 with Section 6-02.3(17)I". 34 35 This section is supplemented with the following new sub-section: 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6-02.3(17)F5 Temporary Bracing for Bridge Girders During Diaphragm and Bridge Deck Concrete Placement Pr-estressed concrete girders shall be braced to resist forces that would cause rotation or torsion in the girders caused by the placing of precast concrete deck panels and concrete for the bridge deck. Bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval. These braces shall be furnished, installed, and removed by the Contractor at no additional cost to the Contracting Agency. The Contractor may consider the bracing effects of the diaphragms in developing the falsework/formwork plans. The Contractor shall account for the added load from concrete finishing machines and other construction loadings in the design of the bracing. Falsework support brackets and braces shall not be welded to structural steel bridge members or to steel reinforcing bars. s �u; sr s '�,:' �. �, � ; �. $' �. � r�¢_,�y,„.�:.ai'd �nc' } ; ", z . 7r �"�. „ 'F "„ '�`� �s` .i yF 5YM A• ri � } 4 � � J'. v�. .. �, rF�{ 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 n � � � ,. ��� � � ��: r �,�� ��,.� ti� � �s. #� • t gv� :�/ . �'. 3 a .. �. z.s„�y� � 'r r �� q� ���� - �y � ���.` i ��� f� �� fr;. .: r � ( "� ' � ��" a k. �" q �k�' �j,( m z^� ,. �� � # � � . . . � . ... '��. 6-02.3(17)F4 Temporary Bracing for Bridge Girders This section including title is revised to read: 6-02.3(17)F4 Temporary Bracing for Bridge Girders During Erection Steel girders shall be braced in accordance with Section 6-03.3(7)A. Prestressed concrete girders shall be braced sequentially during girder erection. The bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval. The Contractor shall furnish, install, and remove the bracing at n� additional cost to the Contracting Agency. At a minimum, the Contractor shall brace girders at each end and at midspan to prevent lateral movement or rotation. This bracing shall be placed prior to the release of each girder from the erection equipment. If the bridge is constructed with cast-in-place concrete diaphragms, the bracing may be removed once the concrete in the diaphragms has been placed and cured for a minimum of 24 hours. 6-02.3(17)H Formwork Accesories The first paragraph is deleted and replaced with the following two new paragraphs: Formwork accessories such as form ties, form anchors, form hangers, anchoring inserts, and similar hardware shall be specifically identified in the formwork plans including the name and size of the hardware, manufacturer, safe working load, and factor of safety. The grade of steel shall also be indicated for threaded rods, coil rods, and similar hardware. Wire form ties shall not be used. Welding or clamping formwork accessories to Contract Plan reinforcing steel will not be allowed. Driven types of anchorages for fastening forms or form supports to concrete, and Contractor fabricated "J" hooks shall not be used. Field drilling of holes in prestressed girders is not allowed. Taper ties may be used provided the following conditions are met: The structure is not designed to resist water pressure (pontoons, floating dolphins, detention vaults, etc.) 2. After the taper tie is removed, plugs designed and intended for plugging taper tie holes shall be installed at each face of concrete. The plug shall be installed a minimum of 1�/2" clear from the face of concrete. 3 4 After the plug is installed, the hole shall be cleaned of all grease, contamination and foreign matter. Holes on the exposed faces of concrete shall be patched and finished to match the surrounding concrete. 6-A2.3(25)N Prestressed Concrete Girder Erection The third sentence in the fifth paragraph is revised to read: The girders shall be braced in accordance with Sections 6-02.3(17)F4 and 6- 02.3(17)F5. �'i�' ir ' ' C'' � ' ' � , ' ' � � � r� ky F �. 1 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 �x t, r� �a' r e... a r wt �, ^# a' i$�` A��` �'�'� ,� t�1� "` - P i v r,.� s . r 1 � i C 4 1 �'I�� J T s `iP' , '� �� . l :. l . a � � � 9 � ��4 �, #aA��"',��*C ¢1�4 . . , �s v � `�,' .1,J".- �� � �D � .' ' F � � . . � , ��� . . . � . . � �:� �C . � T � r „'� ,7` '.y,�} . . . � ; �' � ,._ 6-02.3{26)E5 Leak Tigh#ness Testing The first sentence in the first paragraph is revised to read: The Contractor shall test each completed duct assembly for leak tightness after placing concrete but prior to placing post tensioning reinforcement. The second paragraph is revised to read: Prior to testing, all grout caps shall be installed and all vents, grout injection ports, and drains shall either be capped or have their shut-off valves closed. The Contractor shall pressurize the completed duct assembly to an initial air pressure of 50 psi. This pressure shall be held for five minutes to allow for internal adjustments within the assembly. After five minutes, the air supply valve shall be closed. The Contractor shall monitor and measure the pressure maintained within the closed assembly, and any subsequent loss of pressure, over a period of one minute following the closure of the air supply valve. The maximum pressure loss for duct assemblies equal to or less than 150 feet in length shall be 25 psig. The maximum pressure loss for duct assemblies greater than 150 feet in length shall be 15 psig. If the pressure loss exceeds the allowable, locations of leakage shall be identified, repaired or reconstructed using methods approved by the Engineer. The repaired system shall then be retested. The cycle of testing, repair and retesting of each completed duct assembly shall continue until the completed duct assembly completes a test with pressure loss within the specified amount. Section 6-03, Steel Structures April 2, 2012 6-03.3(28)A Method of Shop Assembly The first sentence in Item 2.C. is revised to read: For Trusses and Girders — After the first stage has been completed, each subsequent stage shall be assembled to include: at least one truss panel or girder shop section of the previous stage and two or more truss panels or girder shop sections added at the advancing end. Section 6-05, Piling August 6, 2012 6-05.5 Payment The paragraph following the bid item, "Driving St. Pile", per each is revised to read: The unit Contract price per each for "Driving (type) Pile (_)" shall be full pay for driving the pile to the ultimate bearing and/or penetration specified. Section 6-06, Bridge RaiOings August 6, 2012 6-06.3(2) Metal Railings The third paragraph is revised to read: a '� � �:' . � t' R r� a .. � v �.��� s+ e � � :�'�` �, °' s �" ' � � ' "�^��� �` � r�* ��k� T2 � ' � � s; '�`�r- a 3 _-6 �a � �'a � ,J. ` i'�' ��,i,�Y �� t,yiu� d ��� "s��S' � r. �.. r . n � �'` ,,�y�;� 3 "'r� .'1 � ..?k as, -a 1� �" 1f `� �14„ a • s ,s ..�. . , t,.,�{"., , , � w n,� � �. ,k �`i y G . .. - � , .... . .. ., _; ,. . �{ � ��� . , ' . . ' � . ' . :� � . ,.s� , . ..,.� 1 Anchor bolts sHall be positioned with a template to ensure that boits m�tch the hole ' 2 spacing of the bottom channels or anchorage plates. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Section 6-07, Painting April 2, 2012 6-07.3(9)A Paint System The first sentence in the second paragraph is revised to read: All paint coating components of the selec#ed paint system shall be produced by the same manufacturer. 6-07.3(10)H Paint System The first and second sentences in the second paragraph are revised to read: All paint coating components of the selected paint system shall be produced by the same manufacturer. Section 6-10, Concrete Barrier August 6, 2012 6-10.3 Construction Requirements This section is supplemented with the following: Steel welded wire reinforcement deformed, conforming to Section 9-07.7, may be substituted in concrete barrier in place of deformed steel bars conforming to Section 9- 07.2, subject to the following conditions: � 1. Steel welded wire reinforcement spacing shall be the same as the deformed steel bar spacing as shown in the Standard Plans. 2. The minimum cross sectional area for steel welded wire reinforcement shall be no less than 86 percent of the cross sectional area for the deformed steel bars being substituted. 3. Development lengths and splice lengths shall conform to requirements specified in the AASHTO LRFD Bridge Design Specifications, current edition. 6-10.5 Payment In the second paragraph, the bid item "Conc. Class 4000" is revised to read: "Conc. Class 4000 " Section 6-12, Noise Barrier Walls August 6, 2012 6-12.3(3) Shaft Construction The third sentence in the fifth paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to s } � � � s ,�� .. � � .� s� �r�� � �) r ea �'' 'S :� � < � +,��� �'T#.�;. �" �'rt` 4� r'� \ ` ! M' �.� ` #,i � aII' F Ky� P '. -b' {'h � G L Y� � �� � t �� � '' `" � ""� �s r :' �� � ' `� � �' ��'`� �k �+- " � �i � ,a a � � �,3���� ���, � � �" �, , . .. . � � . � , �i -T,�;§�+�.t j '> ,3 . . . � � . � . � . . � , . " . 1. '; g'�r� . � �1,'��, ci . . . .. . . . . . . . � � . . � . . . . . . � <.,. � � , ' ' ' ' ' ' 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 If the shaft construction equipment is idled as a resuit of the obstruction remov�l work and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: 1. the dollar amount estimated by the Contracting Agency has been exceeded, and; 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1-08.3. Section 6-17, Permanent Ground Anchors August 6, 2012 6-17.3(3) Submittals The first sentence in the sixth paragraph is revised to read: The Contractor shall submit the mix design for the grout conforming to Section 9-20.3(4) and the procedures for placing the grout to the Engineer for approval. 6-17.3(7) Installing Permanent Ground Anchors The following new paragraph is inserted after the sixth paragraph: The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all associated verification, performance and proof testing of the permanent ground anchors has been successfully completed. If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106. 6-17.3(9) Permanent Ground Anchor Acceptance Criteria The fourth paragraph is deleted. Section 6-19, Shafts August 6, 2012 6-19.3(4)F Slurry Disposal This section including title is revised to read: 6-19.3(4)F Disposal of Slurry and Slurry Contacted Spoils The Contractor shall dispose of the slurry and slurry-contacted spoils as specified in the shaft installation narrative in accordance with Section 6-19.3(2)B, item 8, and in accordance with the following requirements: 12 `E r � � a � }� . z � §^ '� i;� . ^� � g p. R,. �a S, � . paSrF �'�' �� �� � a'� �-.?, - � � � ,:'"3 . : � �, � .. . . . . � � . � .. ` 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 I � # �` � . � \� '1�,'�V x�t.� q .�� . � - p ' � �, �' ug�,. ' ' ���y�X i ; 4�''"� � ��yy� � L `"`�,� � {� ���9 "��4�-Y�'4 �� ��' �'' ,'',� ����.�'i$�1G �tk�ti` j,�sy..4 � .+4r� v� . ., t 4 t:� . .," . . - _ . }y � tv u`: g s�r;. : 4,� � c { t eF , . . . . ` . � , .■ � . Water slurry with no additives may be infiltrated to an upiand area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground-line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of water slurry disposal, upland is defined as an area that has no chance of discharging directty to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with this slurry may be disposed of as clean fill. 2. Synthetic slurry and water slurry with polymer-based additives shall be contained and disposed of by the Contractor at an approved facility. The Contractor shall acquire all permits or approvals necessary for disposal of the slurry and shall provide copies to the Engineer. Spoils in contact with synthetic slurry or water slurry with polymer-based additives shall be disposed of in accordance with Section 2-03.3(7)C. With approval of the �ngineer, the Contractor may re-use these spoils on-site. 3. Mineral slurry may be infiltrated to a temporary sediment trap located in an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground-line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of mineral slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with mineral slurry shall be disposed of in accordance with Section 2-03.3(7)C. With approvat of the Engineer, the Contractor may re-use these spoils on-site. Section 7-02, Culverts August 6, 2012 7-02.2 Materials Note 3 in the table titled, "Culvert Pipe Schedules" is revised to read: 3Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7-02.5 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe _ In. Diam.", per linear foot is revised to read: "St. Rib Reinf Polyethylene Culv. Pipe In. Diam.", per linear foot 73 ^' '2'� 1° � �, � '�i �! r � i ��' ,,z t ' � `y. � F'. �+4 ��`�"�� ���'+`'�r � '� �,_c�'�� a j? �� �p �� � � � � � �� �� i ` � �F, 1 Section 7�-03, Structural Ptate Pipe, Pipe Arch, %#rch, and Urtdt� : 2 August 6, 2012 , ' ' ' , � 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 7-03.3(1) Foundations, General This section is supplemented with the following: � , .� . �. k �, �. , When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7-08.3(2)D. 7-03.3(5) Headwalls This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7-08.3(2)D. Section 7-A4, Storm Sewers August 6, 2012 7-04.3(1)B Exfiltration Test — Storm Sewers The fifth column title "PE4" is revised to read "PP4" from the table titled, "Storm Sewer Pipe Schedules". Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read: 4PP = Polypropylene Pipe, 12 inch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7-04.5 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In Diam", per linear foot is revised to read: . "St. Rib Reinf Polyethylene Storm Sewer Pipe In. Diam", per linear foot Section 7-05, Manholes, Inlets, Catch Basins, and Drywells April 2, 2012 7-05.3 Construction Requirements The third paragraph is supplemented with the following: Leveling and adjustment devices that do not modify the structural integrity of the metal frame, grate or cover, and do not void the originating foundry's compliance to these specifications and warranty is allowed. Approved leveling devices are listed in the Qualified Products List. Leveling and adjusting devices that intertere with the backfilling, backfill density, grouting and asphalt density will not be allowed. The hardware for leveling and adjusting devices shall be completely removed when specified by the Project Engineer. 14 r � V �;. � n .� "� � d � '� � � �'�a. � � A 1a�> ,�' �' � - �� t { }� L � i "� a� y,.f �,, �, ,.�,�.r r� ' � � �- %� *-� f 4�" �' �. ,t�sn,k� �.��? � '�^{�srr��'s`;ya'*t k ,� M �'�� — . � .. � � '� � 'J �Y i, i k1�1 � ! � � J "��� �, a ...: ` , � ���� t n � d �I � a . . ' S r • �, '� c 4 {� "� �r (: . ' � . M1 ., . , .. -.� � i , , .. , . - � .. . � . . . � ; .. . � � � . . � - ' i5 ..� �n.ii _ . � �.. ,....�. I �' .. . . . -. ,.y�� i;, . �. ..�., �-,.�, : _ . . ..�. . .. . . . . .. . . . �. t : 1 Section 7-08, General Pipe Installation Requirements ' 2 August 6, 2012 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 7-08.3(2)D Pipe Laying — Steel or Aluminum The following new sentence is inserted after the first sentence in the second paragraph The paint shall cover all the surface in contact with the concrete and extend one inch beyond the point of contact. Section 7-09, Water Mains August 6, 2012 7-09.3(19)A Connections to Existing Mains In the second paragraph, "Special Conditions" is revised to read "Special Provisions" Section 8-01, Erosion Control and Water Pollution Control August 6, 2012 8-01.3(2)D Mulching The following two new paragraphs are inserted after the fourth paragraph: Short-Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and may be applied in one lift. Moderate-Term Mulch and Long-Term Mulch shall be hydraulically applied at the rate of 3500 pounds per acre with no more than 2000 pounds applied in any single lift. 8-01.3(2)E Soil Binders and Tacking Agents The first paragraph is revised to read: Tacking agents or soil binders applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic, or animal life. A minimum of 125 pounds per acre and a maximum of 250 pounds per acre of Short-Term Mulch shall be used as a tracer. The last two paragraphs are deleted. 8-01.3E2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Engineer" is revised to read "Project Engineer". Note 1 of the table in the first paragraph is revised to read: ' Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the fall period listed above The third paragraph is deleted. 8-01.3(4) Placing Compost Blanket The first paragraph is revised to read: 15 � �' C;� ��� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 � 40 41 42 43 44 45 46 47 48 49 50 51 52 � s �i'p. , a '; � # "- " � ¢ x� �.t r�'K ' � �� � �3 � . � 7 �•'� ���� �� �P� . ', t.r '� ���1 q � _ y,�"'�k k N kb 4 �,�T`k�'���'w'f "�'�4} :�' �t„ � � � CQrnpost bianket shall be placed to a depth of 3 inches over bare �1.,�� blanket� � shall be placed prior to seeding or other planting. An organic taCkifi�'r shali be piaced over the entire composted area when dry or windy conditions are present or expected before the finai application of mulch or erosion controi blanket. The tackifier shall be applied immediately after the application nf compost to prevent compost from leaving the composted area. 8-01.3(5) Placing Plastic Covering The second and third paragraphs are revised to read: Clear plastic covering shall be used to �romote seed germination when seeding is performed outside of the Dates for Application of Final Seed-in Section 8-01.3(2)F. Black plastic covering shall be used for stockpiles or other areas where vegetative growth is unwanted. The plastic cover shall be installed and m�intained in a way that prevents water from cutting under the plastic and prevents the pllastic cover from blowing open in the wind. 8-01.3(6) Check Dams This section is revised to read: Check dams shall be installed as soon as construction will allow, or when designated by the Engineer. The Contractor may substitute a different check dam, in lieu of what is specified in the contract, with approval of the Engineer. The check dam is a temporary or permanent structure, built across a minor channel. Water shafl not flow through the check dam structure. Check dams shall k�e constructed in a manner that creates a ponding area upstream of the dam to allow pollutants to settle, with water from increased flows channeled over a spillway in the check dam. The check dam shall be constructed to prevent erosion in ihe area below the spillway. Check dams shall be placed perpendicular to the flow of water and installed in accordance with the Standard Plans. The outer edges shall extend up th� sides of the conveyance to prevent water from going around the check dam. Check dams shall be of sufficient height to maximize detention, without causing water to leave the ditch. Check dams shall meet the requirements in Section 9-14.5(4). 8-01.3(7) Stabilized Construction Entrance The first paragraph is revised to read: Temporary stabilized construction entrance shall be constructed in accordance with the Standard Plans, prior to beginning any cle��ring, grubbing, embankment or excavation. All quarry spall material used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track out. 8-01.3(9)B Gravel Filter, Wood Chip, or C�mpost Berm The first paragraph is revised to read: Filter berms shall retain sediment and direct flows. The gravel filter berm shall be a minimum of 1 foot in height and shall be rnaintained at this height for the entire time they are in use. Rock material used for filter berms shall meet the grading requirements in Section 9-03.9(2), but shall not include any recycled materials as outlined in Section 9-03.21. is � _ ,� � � ' a�� r # � �* �,. � �,y z s '�''� i i��y;�' . u` '^,- '� � �.��.' a,.�.� } . 7'+a� A �, � a "�'•� y ` :� .:,' ` � � � � : 7 €�w � xqS�`�'4'# � wytdy a _ �ys+, c �:�� � '��, 3 z w'� � , � f t � � . . . , . . . .. . ��� � � � � �� �u� � �� 5�:, .� n , �i' ' '. ;� .,, . . . . �' f .,� ` . , _ � � ., 7, . .. , � � �" e. n , . . . . . . . . � � . � . � o- . . . . . ', � . . � . .. � ; ,:.. -: . . .. . .. . . �. . . , .:t ) ... . � . . . . . . . . .. .. . . 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 8-01.3(9)C Straw Bale Barrier This section including title is revised to read: 8-01.3(9)C Vacant 8-01.3(11) Vacant This section including title is revised to read: 8-01.3(11) Outlet Protection Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other conveyances. All quarry spall material used for outlet protection shall be free of extraneous material and meet the gradation requirements in Section 9-13.6. 8-01.3(13) Temporary Curb This section is revised to read: Temporary curbs shall divert or redirect water around erodible soils. Temporary curbs shall be installed along pavement edges to prevent runoff from flowing onto erodible slopes. Water shall be directed to areas where erosion can be controlled. The temporary curbs shall be a minimum of 4 inches in height. Ponding shall not be in roadways. 8-01.4 Measurement The third paragraph is revised to read: Check dams will be measured per linear foot one time only along the completed check dam. No additional measurement will be made for check dams that are required to be rehabilitated or replaced due to wear. The ninth paragraph is deleted. This section is supplemented with the following: Outlet Protection will be measured per each initial installation at an outlet location 8-01.5 Payment The bid item "Straw Bale", per each is deleted. This section is supplemented with the following: "Outlet Protection", per each. Section 8-02, Roadside Restoration August 6, 2012 In this section, "psiPE" is revised to read "PSIPE". 8-02.3(4)C Topsoil Type C In this section, "9-14.1(2)" is revised to read "9-14.1(3)". 17 �. ' �� � ' � � �.l , ' � �J � � ' � °.� �., . �. �`� Y:, � . 'i�u' ., � 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 a� ��� � �$� „. � � . �. 8-02.3(8) Planting Item number 1 in the second paragraph is revised to read: � £ ���� '�� ;����,�"� �� ' � � �° r *, � �'� � $.;" � r' . 1. Non-Irrigated Plant Material West of the summit of the Cascade Range - October 1 to March 1., East of the summit of the Cascade Range - October 1 to November 15. 8-02.5 Payment The paragraph following bid item "Coarse Compost", per cubic yard" is revised to read: The unit Contract price per cubic yard for "Fine ComposY', Medium ComposY' or "Coarse ComposY' shall be full pay for furnishing and spreading the compost onto the existing soil. Section 8-03, Irrigation Systems April 2, 2012 8-03.3(7) Flushing and Testing The fifth paragraph is deleted. Section 8-04, Curbs, Gutters, and Spillwa�s April 2, 2012 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways This section is supplemented with the following new sub-section: 8-04.3(1)B Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and guttE:r and roundabout splitter island nosing curb shall be shaped and finished to match the :;hape of the adjoining curb as shown in the Plans. All other requirements for cement cancrete curb and cement concrete curb and gutter shall apply to roundabout cement concrete curb and gutter. 8-04.4 Measurement This section is supplemented with the following: Roundabout splitter island nosing curb will be measured per each. 8-04.5 Payment The bid item, "Roundabout Truck Apron Cement �oncrete Curb", per linear foot is deleted. This section is supplemented with the following: "Roundabout Cement Concrete Curb and Gutter", per linear foot The unit Contract price per linear foot for "Roundabout Cement Concrete Curb and Gutter" shall be full payment for all costs for the Work including transitioning the roundabout cement concrete curb and gutter� to the adjoining curb shape. "Roundabout Splitter Island Nosing Curb", pE;r each. ia { �.49.� � a .. .,_ q t�, '. . � � 3� �pf�n•`Jr: �-Y i� , i &, ��- ��%' #c. : �'s ! K � � �� ��ti 4 G " , � ,t . � .,F,',a '� 7�„ 4Y . _ . ` ';O �� "�J��� � � �S • �"K �... . � y .f' �, . q . . ! y � ,� ,�r� . � ,. � .. . � . . " ._ . . ' t . r. ,p ..r. 1 The unit Contract price per each for "Roundabout Splitter {sland Nosing Curb" shali be , � 2 full payment for all costs for the Work including transitioning the roundabout spiitter 3 island nosing curb to the adjoining curb shape. 4 '5 Section 8-07, Precast Traffic Curb and Block Traffic Curb 6 August 6, 2012 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 This section's title is revised to read: 8-07 Precast Traffic Curb 8-07.1 Description This section is revised to read: This Work consists of furnishing and installing precast traffic sloped mountable curb or dual faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations indicated in the Plans or as staked by the Engineer. 8-07.2 Materials The material reference "Block Traffic Curb 9-18.3" is deleted from this section. 8-07.3(1) lnstalling Curbs The fifth and seventh paragraphs are deleted from this section. 8-07.4 Measurement The first paragraph is deleted from this section. 8-07.5 Payment The following bid items are deleted from this section: "Type A Precast Traffic Curb", per linear foot. "Type C Precast Traffic Curb", per linear foot. "Type A Block Traffic Curb", per linear foot. "Type C Block Traffic Curb", per linear foot. Section 8-'11, Guardrail August 6, 2012 8-11.3(1)D Removing Guardrail and Guardrail Anchor The first two sentences in the first paragraph are revised to read: Removal of the various types of guardrail shall include removal of the rail, cable elements, hardware, and posts, including transition sections, expansion sections, terminal sections and the rail element of anchor assemblies. Removal of the various types of guardrail anchors shalt include removal of the anchor assembly, including concrete bases, rebar, steel tubes, and any other appurtenances in the anchor assembly. 8-11.4 Measurement The seventh paragraph is revised to read: is � ,�, �r �� �y x�. . i�' '� +'��� � � 7�� '��j+�`�j . �, �p "'` � � } ' �, � �` , x C �"l� � m r E � ' i r "�+o-� � �, 'ck ,h � * R"� ��"� � ,sr��C s;� � ..� { � �r �a ��"'�� �� � �;a, t� � � , �"� ����� r-� a � .� ,� ,y s�';`r 3 � y`- � 1�,� y��` z, , t. W�' 1A trw"� : ,. , . . r �' ,'..�f , ' . . . . . . . " . � . � . . ' . .. � . . . . . ;..�. k'� � � �-�' i .i' � � , . . . '. , . � . . . � . . � .:�: � , 1 _£ 2 Measurement of removai of guardrail will be by the linear foot measured along the li�e 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 of guardrail removed including transition sections, expansion sections, guardrail anchor rail elements and terminal sections. 8•11.5 Payment The paragraph following the bid item "Removing Guardrail Anchor", per each is revised to read: The unit Contract price per each for "Removing Guardrail Anchor" shall be full payment for all costs to perform the Work as described in Section 8-11.3(1)D, including rail removal, if there isn't a Bid Item for Removing Guardrail in the run of guardrail connecting to the anchor. Section 8-12, Chain Link Fence and Wire Fence April 2, 2012 In this Section "Engineer" is revised to read "Project Engineer". 8-12.1 Materials This section is supplemented with the following: Paint 9-08.1 {2)B 8-12.3(1)A Posts The words "for Type 3 and Type 4 fences" and "on Type 3 and Type 4 fences" are deleted from this section. The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. The third sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. The seventh paragraph is deleted. The ninth paragraph is revised to read: Steep slopes or abrupt topography may require changes in various elements of the fence. It shall be the responsibility of the Contractor to provide all posts of sufficient length to accommodate the chain link fabric. The tenth paragraph is revised to read: All round posts shall have approved top caps fastened securely to the posts. The base of the top cap fitting for round posts shall feature an apron around the outside of the posts. 20 R a�� � 'e. �: k ` . . � z A � � ;��,� �p.E4 � 'f, �`tl 'R,� �n�� *� � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 � h r "` k�y .._ � ...t �"4 V•, �, y�'^�d� � Y3 . j k y�v���� ��� i�' i� ? +Y 8-12.3(1)B Top Rail ' This section's content including title is deleted and replaced with: . 8-12.3(1)B Vacant 8-12.3(1)C Tension Wire and Tension Cable This section's content including title is revised to read: 8-72.3(1)C Tension Wire Tension Wires shall be attached to the posts as detailed in the Plans or as approved by the Engineer. 8-12.3(y )D Chain Link Fabric The first three paragraphs are revised to read: Chain link fabric shall be attached after the cables and wires have been properly tensioned. Chain link fabric shall be placed on the face of the post away from the Highway, except on horizontal curves where it shall be placed on the face on the outside of the curve unless otherwise directed by the Project Engineer. Chain link fabric shall be placed approximately 1-inch above the ground and on a straight grade between posts by excavating high points of ground. Filling of depressions will be permitted only upon approval of the Project Engineer. The fourth sentence in the fourth paragraph is revised to read: The top and bottom edge of the fabric shall be fastened with hog rings to the top and bottom tension wires as may be applicable, spaced at 24-inch intervals. 8-12.3(1)E Chain Link Gates The third paragraph is deleted. 8-12.3(2)A Posts In the second paragraph, "commercial" is deleted. The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. The fourth sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. The tenth paragraph is revised to read: Where the new fence joins an existing fence, the 2 shall be attached in a manner satisfactory to the Project Engineer, and end or corner posts shall be set as necessary. 2� W *�a ?� � ^� ,��,�yz �.� � �� ,5� �� d $ � "' � �.?'P'� ��� �y �� ¢2 �� x w r�, t, t��f�`6' j �� r��f� .K 5��� f. � � r;i��� .4�� fr�fi � a °L �:: g : � . 3 ��r`, ,' . � �s,, � a ° � �`. �'�� t a ��, u,' _ i.k .,c , r��� ., � �„�, '� �, � 3.r�;3' c - � � � ` _ . - � x: `�'ib� '�-�.� � yt 'n � ,���r , a x , :� , � ,:� . - . _ . . . . . . ., . _ ..,� . . r � .� �> .�: � ' - �� � ,.� � ' ...� fY � .� �t.�.t., �k,Y�,�� .. .." ( lY 1 , Y. . 2 The eleventh paragraph is deleted. 3 4 8-12.5 Payment 5 The paragraph following the item "Chain Link Fence Type ", per linear.foot is revised to 6 read: 7 8 The unit Contract price per linear foot for "Chain Link Fence Type _° shall be full 9 payment for all costs for the specified Work including brace post installation and all 10 other requirements of Section 8-12 for Chain Link Fence, unless covered in a separate 11 Bid Item in this Section. 12 13 The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for 14 Chain Link Fence", per each: 15 16 The unit Contract price per each for "End, Gate, Corner, and Pull Post for Chain Link 17 Fence" shall be full payment for atl costs for the specified Work. 18 19 The following paragraph is inserted after the item "Single 6 Ft. Chain Link Gate", per each: 20 21 The unit Contract price per each for "Double 14 Ft. Chain Link Gate", "Double 20 Ft. 22 Chain Link Gate", and "Single 6 Ft. Chain Link Gate", shall be full payment for all costs 23 for the specified Work. 24 25 The paragraph following the item "Wire Fence Type ", per linear foot is revised to read 26 27 The unit Contract price per each for "Wire Fence Type " shall be full payment for all 28 costs for the specified Work including payment for clearing of the fence line. 29 30 The following paragraph is inserted after the item "Double Wire Gate 20 Ft. Wide", per each: 31 32 The unit contract price per each for "Single Wire Gate 14 Ft. Wide" and "Double Wire 33 Gate 20 Ft. Wide" shall be full payment for all costs for the specified Work. 34 35 The paragraph following the item "Access Control Gate", per each is revised to read: 36 37 The unit contract price per each for "Access Control Gate" shall be full payment for all 38 costs to perform the specified Work. 39 40 Section 8-15, Riprap 41 April 2, 2A72 42 8-15.1 Description 43 The second paragraph is revised to read: 44 45 Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed 46 riprap. 47 22 4 pr. ��� s� � S v� ��= � r ,. Y ��� � �' �, , . y, � x - �.'� ,, i y r�� ,Ciy �f X �.i }' 1 `,�C ''� y_ '�:. y?- � K �' � ,,,.y . M "� RA" � '��,F _ 7! e „y'.� �` .� . $ ';�'">4 F � � i i�, � 3� ' `�• i '` ' . . . . . ,: _ . �. . 4 � ' �;,� " t 1 Section 8-20, Iilumination, Traffic Signal Systems, And Electrical , ' � 2 August 6, 2012 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8-20.3(4) Foundations The first paragraph is revised to read: Foundation concrete shall conform to the requirements for the specified class, be cast- in-place concrete and be constructed in accordance with Sections 6-02.2 and 6-02.3. Concrete for Type II, III, IV, V, and CCTV signal standards and light standard foundations shall be Class 4000P. Concrete for pedestals and cabinets, Type PPB, PS, I, FB, and RM signal standards and other foundations shall be Class 3000. Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free-fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6-02.3(6) restriction for 5-feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft. Steel reinforcing bars for foundations shall conform to Section 9-07. 8-20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following two sentences: All conduit installed shall have an equipment ground conductor installed in addition to the conductors noted in the Contract. Conduit with innerducts shall have an equipment ground conductor installed in each innerduct that has an electrical conductor. Section 8-21, Permanent Signing August 6, 2012 8-21.2 Materials The third sentence is revised to read: Materials for sign mounting shall conform to Section 9-28.11. 8-21.3(9)A Fabrication of Steel Structures The first sentence in the first paragraph is revised to read: Fabrication shall conform to the applicable requirements of Section 6-03 and 9-06. This section is supplemented with the following: All fabrication, including repairs, adjustments or modifications of previously fabricated sign structure members and connection elements, shall be performed in the shop, under an Engineer approved shop drawing prepared and submitted by the Contractor for the original fabrication or the specific repair, adjustment or modification. Sign structure fabrication repair, adjustment or modification of any kind in the field is not permitted. If fabrication repair, adjustment or modification occurs after a sign structure member or connection element has been galvanized, the entire member or element shall be re- gatvanized in accordance with AASHTO M 111. 8-21.3(9)B Vacant This section including title is revised to read: 23 ��� �'�,�` S'n4''�j3& ,<,�� «i +� � �* sf �"�." � �� r���.r � . �.� �. � r� .��' ,� E � � °�' l f+ Fs.r 4e � '� � �.� �„�g.�a� �' = � t �',. �} 4 i � �� � � �� .,t�" �' �° ,'. 2 8-21.3(9)B Erection of Steel Structures 3 Erection shail conform to the applicable requirements of Sections 6-03 and 8-21.3(9)F. 4 Section 8-21.3(9)F notwithstanding, the Contractor may erect a sign bridge prior to ' 5 completion of the shaft cap portion of one foundation for one post provided the foilowing 6 conditions are satisfied: 7 , 8 1. The Contractor shall submit design calculations and working drawings of the 9 temporary supports and falsework supporting the sign bridge near the location 10 of the incomplete foundation to the Engineer for approval in accordance with , 11 Sec#ion 6-01.9. The submittal shall include the method of releasing and 12 removing the temporary supports and falsework without inducing loads and 13 stress into the sign bridge. 14 ' 15 2. The Contractor shall submit the method used to secure the anchor bolt array in 16 proper position with the sign bridge while casting the shaft cap concrete to 17 complete the foundation. ' 18 19 3. The Contractor shall erect the sign bridge and temporary supports and 20 falsework, complete the remaining portion of the incomplete foundation, and 21 remove the temporary supports and falsework, in accordance with the working , 22 drawing submittals as approved by the Engineer. 23 24 8-21.3(9)F Foundations , 25 The following new paragraph is inserted after the second paragraph: 26 27 Concrete placed into an excavation where water is present shall be placed �using an ' 28 approved tremie. If water is not present, the concrete shall be placed such that the free- 29 fatl is vertical down the center of the shaft without hitting the sides, the steel reinforcing 30 bars, or the steel reinforcing bar cage bracing. The Section 6-02.3(6) restriction for 5- 31 feet maximum free-fall shall not apply to placement of Class 4000P concrete into a ' 32 shaft. 33 34 The eighth paragraph is replaced with the following three new paragraphs: , 35 36 After construction of concrete foundations for sign bridge and cantilever sign structures, 37 the Contractor shall suroey the foundation locations and elevations, the anchor bolt ' 38 array locations and lengths of exposed threads. The Contractor shall confirm that the 39 survey conforms to the sign structure post, beam, span and foundation design geometry 40 shown in the Plans, and shall identify any deviations from the design geometry shown in 41 the Plans. When deviations are identified, the Contractor shall notify the Engineer, and , 42 such notice shall be accompanied by the Contractor's proposed method(s) of 43 addressing the deviations, including removal and reconstruction of the shaft cap portion 44 of the affected concrete foundation as outlined in this Section, or fabrication repair, ' 45 adjustment or rnodification, with associated shop drawings, in accordance with Section 46 8-21.3(9)A. 47 48 If the Contractor's survey indicates that a concrete foundation has been constructed '' 49 incorrectly for a sign structure that has already been fabricated, the Contractor may 50 remove and reconstruct the shaft cap portion of the foundation, in accordance with 51 Section 1-07.13, provided the following conditions are satisfied: ', ' S2 � r 2a x! � a , w �`��+ ro s t y � �: �r P°' � � � ^s "�S . y?rp�j� . ��g c,� �'� `� ;C ��' p ° ,w �'{�i .. 8 x. �;, +� `a'�+ � a �7 $.�+{C�t � bi�� _ ', „a� �+". ,'� s a . s � � ; �. , ,. , � . , , y a . ,� � ��� ; ,. w � � a' . � �yy { ' f, � . P, �.y �,�' l« �F �i ,� � ' � .d. R , , y ' . � °. . ,. .� ,.. I . �' _ 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor shaU submit the method and equipment to be used to remove ' the portion of the concrete foundation to be removed and reconstructed to the Engineer #or approval in accordance with Section 1-05.3. The submittal shali include confirmation that the equipment and the . method of operation is , appropriate to ensure that the existing anchor bolt array and primary shaft vertical steel reinforcing bars will not be damaged. 2. All steel reinforcing bars, except for steel reinforcing bars extending from the bottom portion of the foundation to remain, shall be removed and disposed of in accordance with Sections 2-02.3 and 2-03.3(7)C, and shall be replaced with new steel reinforcing bars conforming to the size, dimensions and geometry shown in the Plans. All concrete of the removed portion of the foundation shall be removed and disposed of in accordance with Sections 2-02.3 and 2- 03.3(7)G 3. The Contractor shall adjust the primary shaft vertical steel reinforcing bars as necessary in accordance with Sec#ion 6-02.3(24)C to provide clearance for the anchor bolt array. Sign structures shatl not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown in the Plans, or have been modified in accordance with this Section and as approved by the Engineer to be compatible with each other, and the foundations have attained a compressive strength of 2,400-psi. Item number 4 in the ninth paragraph is revised to read: 4. Concrete shall be Class 4000P, except as otherwise specified. The concrete for the shaft cap (the portion containing the anchor bolt array assemblies above the construction joint at the top of the shaft) shall be Class 4000. Item number 3 in the tenth paragraph is revised to read: 3. Unless otherwise shown in the Plans, concrete shall be Class 4000P. 8-21.5 Payment This section is supplemented with the following: All costs in connection with surveying completed concrete foundations for sign bridges and cantilever sign structures shall be included in the lump sum contract price for "Structure Surveying", except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be included in the lump sum contract price(s) for "Sign Bridge No. _" and "Cantilever Sign Structure No. _" Section 8-22, Pavement Marking August 6, 2012 8-22.3(6) Removal of Pavement Markings The following new sentence is inserted after the first sentence: 25 a� 3�: , . . � ' � � � ' ,_ _ � � ' � C' ' ;�� � i � �:, n �; �+ xt � r � a ��. �r `� '�,e � `'., '. a ��rx � �'ax�i"�= �s= . �;` �. .3�` a f r s �r � t �y; � , �,� 4+k�. � ���5� k ^T � = r t �.� '# �' ,�"d a� �,w -'� .� : � .,���e ��. � ' � � 'x ��" � � .r �" �� � � . . � d � �� � . } �a � -����� � Wa�F���, �. µ . �.:;� �- � � 1 Grinding to remove piastic marking is ailowed to a depth just ,�+e tFi'e p�i�+errt�ii '��'' �' ° 2 surface, then water blasting or shot blasting shali be required to remove the reniair�hg 3 markings. 4 5 8-22.4 Measurement 6 The items "Painted Wide Line" and "Plastic Wide Line" are deleted from the fourth 7 paragraph. 8 9 The sixth paragraph is revised to read: 10 11 Diagonal lines used to delineate parking stalls that are constructed of painted or plastic 12 4-inch lines will be measured as "Paint Line" or "Plastic Line" by the linear foot of line 13 installed. Crosswalk line will be measured by the square foot of marking installed. 14 15 The following two new paragraphs are inserted after the sixth paragraph: 16 17 Crosshatch markings used to delineate median and gore areas will be measured by the 18 completed linear foot as "Painted Crosshatch Marking" or "Plastic Crosshatch Marking". 19 20 The measurement for "Painted Crosshatch Marking" and for "Plastic Crosshatch 21 Marking" will be based on the total length of each 8-inch or 12-inch wide line installed. 22 23 8-22.5 Payment 24 The bid items "Painted Wide Line", per linear foot and "Plastic Wide Line", per linear foot are 25 deleted from this section. 26 27 This section is supplemented with the following two new bid items: 28 29 "Painted Crosshatch Marking", per linear foot. 30 "Plastic Crosshatch Marking", per linear foot. 31 32 The following new paragraph is inserted after the last bid item in this section: 33 34 The unit Contract price for the aforementioned Bid items shall be full payment for all 35 costs to pertorm the Work as described in Section 8-22. 36 37 Section 8-25, Glare Screen 38 April 9, 2012 39 40 41 42 43 44 45 46 47 4$ 49 50 51 In this section, "tension cable" and "cable" are deleted. 8-25.3(3) Posts The first sentence in the first paragraph is revised to read: Posts shall be constructed in accordance with the Standard Plans and applicable provisions of Section 8-12.3(1)A. The last paragraph is revised to read: All round posts for Type 1 Design B and Type 2 glare screen shall be fitted with a watertight top securely fastened to the post. Line posts shall have tops designed to carry the top tension wire. 26 rv �';� � � r ���'� � � ;z h. � �S' + k� y � K + S +r , <,; - 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 �� ' � "�' � . �^ � �� t : ��,} .�"'` t `� � � � � * �yi '' �� - `�' a ; �� Te 5-25.3(5) Tension Cables This sections content including title is deleted: 8-25.3(6) Fittings, Attachments, and Hardware This sections content inctuding title is deleted. Section 9-03, Aggregates April 2, 2012 9-03.14(1) Gravel Borrow Note' is deleted, including the reference in the table. 9-03.14(2) Select Borrow Note' is deleted. Note 2 is re-numbered Note', including the reference in the table. 9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall This section is revised to read: All backfill material for geosynthetic retaining walls shall consist of granular material, either naturally occurring or processed, and shall be free draining, free from organic or otherwise deleterious material. The material shall be substantially free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following requirements for grading and quality: Sieve Size Percent Passin 1 �/a " 99-100 1 " 90-100 No. 4 50-80 No. 40 30 max. No. 200 7.0 max. Sand E uivalent 50 min. All percentages are by weight Wall backfill material satisfying these grading and property requirements snall be classified as nonaggressive. 9-03.21(1) General Requirements The first sentence in the first paragraph is revised to read: ' ' ' ' ' ' ' ' ' 1 , , ' ' ' ' 2� ' 4�.: i``."i t�'✓^�'^, � rA '&� . f 3� , Y' ± yi 1 , 1 Not Mix Asphalt, Concrete • 2 Slag may be used as, or 3 aggregates. 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 .Y t X' ; � , � ��� � '�'. ��q, � � At y .�. t �. � . k 4 �d} } .'. ��7T � � S � f 3v��5�, �.4 # n J.�1 €�. ��� `' T:� 0. . � .. .. ri�#' Rubble, Recycied Glass (gtass cuNet), �ant�' �{ Furri��` biended uniformly with naturally occurring matetials ftu 9-03.21(1)C Vacant This section including title is revised to read: 9-03.21(1)C Recycled Giass (Giass Cullet) Glass Cultet shall meet the requirements of AASHTO M 318 with the additional requirement that the glass cullet is limited to the maximum amounts set in Section 9- 03.21(1)E for recycled glass. Prior to use the Contractor shall provide certification to the Project Engineer that the recycled glass meets the physical properties and deleterious substances requirements in AASHTO M-318. 9-03.21(1) E Table on Maximum Allowable Percent (By Weight) of Recycled Material The column heading "Recycled Glass" is revised to read "Recycled Glass (Glass Cullet) in the table. In the column "Recycled Glass (Glass Cullet)" all amounts are revised to read "20" beginning with the item "Ballast" and continuing down until the last item in the table. Section 9-04, Joint And Crack Sealing Materials January 2, 2012 9-04.2 Joint Sealants This section is supplemented with the following new sub-sections: 9-04.2(3) Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M. Polyurethane sealant shall be compatible with the closed cell foam backer rod. When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087. 9-04.2(3)A Closed Cell Foam Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C. Section 9-05, Drainage Structures, Culveris, and Conduits August 6, 2012 9-A5.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe This sections content is deleted and replaced with the following: All joints for polypropylene pipe shall be made with a bell/bell or bell and spigot coupling and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. 2a � ��y. g �+ � 1 ',Y� � fi q .�y.�& �S". � i ;� � +t �,. `"A �'� i ='? 1 1' 1,'$ '� �i ;_�^�`"'�`'/j� � S k 3' x� t` '�` - �� � ° ,, ......f .... . . . ..: "�.. �. . . .. . . 2 3 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 r � � '%.'� �?p r d ' '- � � ��5� �� � r J �b .+� ' * �M �, ��} �.A.yi L . ,,,�„3. r �<�•,;, ,� .r. ,� k"r"-+@f" F . � }. . � � � �� Qualification for each producer of palypropylene storm sewer pipe requires jomt system ' conformance to ASTM D 3212 using elastomeric gaskets conforming to A�TM F 477 and a formal quality control pian for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the � materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. ' This section is supplemented with the following new sub-sections: 9-05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe ' Polypropylene culvert and storm sewer pipe shall conform to the following requirements: 1 � 3 For dual wall pipe sizes up to 30 inches: ASTM F2736. .' For triple wall pipe sizes from 30 to 60 inches: ASTM F2764. For dual wall profile pipe sizes 36 to 60 inches: AASHTO MP 21, Type S or Type D. 4. Fittings shall be factory welded, injection molded or PVC. 9-05.24(2) Polypropylene Sanitary Sewer Pipe Polypropylene sanitary sewer pipe shall conform to the following requirements: 1 2. 3. For pipe sizes up to 30 inches: ASTM F2736. For pipe sizes from 30 to 60 inches: ASTM F2764. Fittings shall be factory welded, injection molded or PVC. Section 9-06, Structural Steel and Related Materials April 2, 2012 9-06.5(3) High Strength Bolts In this section, "AASHTO M 291 " is revised to read "ASTM A 563". Section 9-07, Reinforcing Steel August 6, 2012 9-07.7 Wire Mesh The first sentence in the first paragraph is revised to read: Wire mesh for concrete reinforcement shall conform to the requirements of AASHTO M 55, Welded Steel Wire Fabric for Concrete Reinforcement or AASHTO M 221, Steel Welded Wire Reinforcement, Deformed for Concrete. 2s � �r � .?eP"#� }b : 5 . � r d � � -t � ��xr "�,'"�{ �f �- �*�e � r�� .,� ,� � rS; � .. � w �� � � .e . ,„�,q � a a ,�'�� z � � � id�: t � '�`� ��+tt �r Y�,� mn ";'����k„�� "'�n `r�Y Y.; <' < �o- � ts c �� � b �,w � � � ,r �"�,�''�t�"�'`s'.,�s �.r .�..���,' 's��. y-L', �=� r�r �� ;, � ; �-t � H .:,��i �'?��,�ti+'��. x !� 1'k : � Y .. � �T '� a �� � , -$� '� Y _ .. � .., �� a�, yr'�" -5 �7 "��• �. y ��o ,�4 #� . , � ��, �4�s� . � z'�"'-� •�a# . � . � , . . . .. ,, t' ,-� ,�.,% , � � . . ' . . . . . . -' ' ,.. -. .. .�_ . . . . . . . � .. . .,,.�>�. c�� ' • :� � i Section 9-10, Piiing , 2 Apri12, 2012 , ' , ' ' 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 9-10.4 Steel Pile Tips and Shoes In the first paragraph "ASTMA A 148 Grade 60-90" is revised to read "ASTMA A 148 Grade 90-60". Section 9-14, Erosion Controi and Roadside Planting August 6, 20t2 9-14.3 Fertilizer The second sentence in the first paragraph is revised to read: It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, and water-soluble potash or sulfur in the amounts specified. 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs ) The first sentence in the third paragraph is revised to read: All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic Tackifier as specified in Section 9-14.4(7). The third and fourth rows in Table 1 is revised to read: Heavy Metals EPA 6020A Total Metals Antimony - < 4 mg/kg Arsenic - < 6 mg/kg Barium — < 80 mg/kg Boron —< 160 mg/kg Cadmium — < 2 mg/kg Total Chromium — < 4 mg/kg Copper — < 10 mg/kg Lead — < 5 mg/kg Mercury — < 2 mg/kg Nickel —< 2 mg/kg Selenium — < 10 mg/kg Strontium — < 30 mg/kg Zinc — < 30 m /k Water Holding ASTM D 7367 800 percent minimum Ca acit 9-14.4(2)A Long Term Mulch In the first paragraph, the phrase "within 2 hours of application" is deleted. 9-14.4(4) Wood Strand Mulch The last sentence in the second paragraph is deleted. This section is supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plant life and a test report performed in accordance with WSDOT Test Method 125 demonstrating compliance to this specification prior to acceptance. 30 � � �' ���a �,�, ,�� "' "' �� �c' �� „ ��� a �4. �` � ��a �S.r� �: '�5,.�e� ,�„y;;.�.. �� -. : 'G4 �� . t" ! 2 3 4. 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 9-14.4{8) Compost The second paragraph is revised to read: � r �' � �'� b x't � ����,ah_��".�-'.�p�'�# , t � ��xa, ',z 1'' , � -�€�`t; s F i r'� . � � .N, �:,��y�t e I � . . . . . . . . � . . ' Compost production and quality shall comply with WAC 173-350 and for biosolids composts, WAC 173-308. The third paragraph is to read: Compost products shall meet the following physical criteria: 1. Compost material sha�l be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02-B, "Sample Sieving for Aggregate Size Classification". Fine compost shall meet the following gradation: Sieve Size Percent Passin Minimum Maximum 1" 100 /8" 90 100 '/a" 75 100 Note Maximum particle length of 4 inches. Medium compost shall meet the following gradation: Sieve Size Percent Passin Minimum Maximum 1" 100 /e„ 85 100 Yn" 70 85 Note Maximum particle length of 4 inches. Medium compost shall have a carbon to nitrogen ration (C:N) between 18:1 and 35:1. The carbon to nitrogen ration shall be calculated using dry weight of "Organic Carbon" using TMECC 04.01 A divided by the dry weight of "Total N" using TMECC 04.02D. Coarse compost shall meet the following gradation: Sieve Size Percent Passin Minimum Maximum 2" 100 1 " 90 100 3�4 � %� 1 �� �/a" 40 60 Note Maximum particle length of 6 inches. Coarse compost shall have a carbon to nitrogen ratio (C:N) between 25:1 and 35:1. The carbon to nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01 A divided by the dry weight of "Total N" using TMECC 04.02D. ' ' ' ' ' ' ' ' ' ' ' ' , ' ' ' 31 ' � � , CI' ' � � � � ' , � �, � .�� �� 2 3 4 6 7 8 9 10 11 12 13 14 . 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 .4 1 k P � � °r'f ',�a "3�°s'^ � � j `y �,� �s �- � � ; , �A�� t �c� `' �„` 1 �'�.L"�44 '�iti.�'�y,a ! ! �7t.�y Y , r� . .. � , . �� #,� � i � �� � �i�',.�� �,5 . . _ . , . , . � �. i �a n , . , ' � . . �•r.. .,�,� : , b : � � � �t�� 2. The pH shail be between 6.0 and 8.5 when tested in aGoord�rtce � writ�t i7:s. �� Composting Cc�uncil TMECC 04.11-A, "1:5 Slurry pH". 3. Manufactured inert material (plastic, concrete, ceramics, metat, etc.) shall be less than 1 percent by weight as determined by U.S. Composting Council TMECC 03.08-A "Classification of Inerts by Sieve Size". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss-On-Ignition Organic Matter Method (LOI)". 5 0 7 Soluble salt contents shall be less than 4.0 mmhos/cm when tested in accordance with U.S. Composting Council TMECC 04.10 "Electrical Conductivity." Maturity shall be greater than 80 percent in accordance with U.S. Composting Council TMECC 05.05-A, "Germination and Root Elongation". Stability shall be 7-mg CO2—C/g OM/day or below in accordance with U.S. Composting Council TMECC 05.08-B "Carbon Dioxide Evolution Rate". 8. The compost product shall originate from organic waste as defined in WAC 173 350 as "Type 1 Feedstocks", `Type 2 Feedstocks", and/or `Type 3 Feedstocks". The Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council TMECC 05.08-E "SolvitaO Maturity Index". Fine compost shall score a number 6 or above on the Solvita� Compost Maturity Test. Medium and coarse compost shall score a 5 or above on the Solvita� Compost Maturity Test. 33 9-14.4(8)A Compost Approval 34 This section's title is revised to read: 35 36 9-14.4(8)A Compost Submittal Requirements 37 38 The first sentence in this section up until the colon is revised to read: 39 40 The Contractor shall submit the following information to the Engineer for approval: 41 42 Item No. 2 in the first paragraph is revised to read: 43 44 2. 45 46 47 48 49 50 A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173-350 (Minimum Functional Standards for Solid Waste Handling) or for biosolid composts a copy of the Coverage Under the General Permit for Biosolids Management issued to the manufacturer by the Department of Ecology in accordance with WAC 173-308 (Biosolids Management). 51 9-14.5(1) Polyacrylamide (PAM) 52 The third sentence is replaced with the following two new sentences: 32 f x �''_ �µ � � � . . � "�' ,� yqt�- �' ,� .+R� � , � ; .: r , K!�.�'.,. '�=%�§s + u:,�y,'� f s � � .i=c; '^ii' .. . � � . . . 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 ! � � t �a��� , � �'- ��.. �'� ,k< Y,d�r," a '�e �+. ;i�� '�.r`* . �°r�.�r y.t^.3� �. `�, '--s. t �� ' The minimum average molecular weight shall be greater than 5-mg/mole. The charge density shall be no less thar� 15 percent and no greater than 30 percent. 9-14.5(2) Erosion Control Blanket The second sentence in the first paragraph is revised to read: The Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP� meeting the following requirements in Tables 6 and 7: 9-14.5(4) Geotextile Encased Check Dam This section including title is revised to read: 9-14.5(4� Check Dams All materials used for check dams shall be non-toxic and not pose a threat to wildlife when installed. This section is supplemented with the following new sub-sections: 9-14.5(4)A Biodegradable Check Dams Biodegradable check dams shall meet the following requirements: Biodegradable Check Dams Materials Wattle Check Dam 9-14.5(5) Compost Sock Check Dam 9-14.5(6) Coir Log Check Dam 9-14.5(7) The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is approved by the Engineer: 1 2. Made of natural plant fiber. Netting if present shall be biodegradable. 9-14.5(4)B Non-biodegradable Check Dams Non-biodegradable check dams shall meet the following requirements: 1. Geotextile materials shall conform to section 9-33 for silt fence. 2. Other such devices that fulfill the requirements of section 9-14.5(4) and shall be approved by the Engineer prior to installation. 9-14.6(1) Description In item No. C in the fourth paragraph, "22-inch" is revised to read "2-inch". Section 9-16, Fence and Guardrail August 6, 2012 9-16.1(1)A Post Material for Chain Link Fence The last sentence in the last paragraph is deleted. , , ' ' ' ' ' ' ' ' ' f ' ' ' ' ' 33 ' � �# rt�.i v .� x� � � �� ;�a � � ,�y `� .�? a t 1 7 ��,. 2„ � .+ ' : 1 1 v '�' s � ayA s § i �° ��° t �� '`a^ �' � �'y w{r? r ., 's �j.� � �= ��ti� i . � � � � t q � �, � � � \tx � ����x<��� ��'������ � a� a '1 j� �,'� �+� ,�,.'� � ���s.,�� � � 1 �- 2 9-16.1(1)C Tension Wire and Tension Cable ' 3 This section inciuding title is revised to read: _ ' 4 5 9-16.1(1)C Tension Wire 6 Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing 7 shall be Class 1. � � � CI 8 9 9-16:1(1)D Fittings and Hardware 10 The second sentence in the first paragraph is deleted. 11 12 The last paragraph is deleted. 13 14 9-16.1(2) Approval 15 This section is deleted. 16 17 9-16.6(3) Posts 18 This section is revised to read: 19 20 Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized 21 steel pipe with a nominal weight of 3.65 pounds per linear foot. End, corner, brace, and 22 pull posts for Type 1 Design A and B and Type 2 shall be 2 Yz inch inside diameter 23 galvanized steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate 24 pull posts (braced line posts) shall be as specified for line posts. 25 26 The base material for the manufacture of steel pipes used for posts shall conform to the 27 requirements of ASTM A 53, except the weight tolerance on tubular posts shall be 28 applied as provided below. 29 30 Posts provided for glare screen will have an acceptance tolerance on the weight per 31 linear foot, as specified, equal to plus or minus 5 percent. This tolerance will apply to 32 each individual post. 33 34 All posts shall be galvanized in accordance with AASHTO M 181 Section 32. The 35 minimum average zinc coating is per square foot of surface area. This area is defined 36 as the total area inside and outside. A sample for computing the average of mass of 37 coating is defined as a 12-inch piece cut from each end of the galvanized member. 38 39 9-16.6(5) Cable 40 This section including title is revised to read: 41 42 9-16.6(5) Vacant 43 44 9-16.6(6) Cable and Tension Wire Attachments 45 This section including title is revised to read: 46 47 9-16.6(6) Tension Wire Attachments 48 A�I tension wire attachments shall be galvanized steel conforming to the requirements of 49 AASHTO M 232 unless otherwise specified. Eye bolts shall have either a shoulder or a 50 back-up nut on the eye end and be provided with an eye nut where needed or standard 51 hex nut and lock washer 3/-inch diameter for tension wire and of sufficient length to 34 _ � � �� Y j � � �%i � � � � b. . ,y� '"� � v° a �, � �v `� "al. x' �rv'@r�� � r,�,,, ,� f }` '' { S', i� l X' y �;; ,,, �,. ..,'sn'i.r � � �.� :x . � ,�� ` + � „, � a �., a '�. , � v� � W7#¢'f"'ai g .r �' :.. �. . �. #" �� ( t' , " * . i, :. . :. ... � � � � �t bM1��� �! � � `��„ �` �� k �f} � 1 fasten to the fype of posts used. Turnbuckles shall be of the shackle end type, '� incF� '' � 2 diameter, with standard take-up of 6 inches and provided with 3/8 inch diameterpins. 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 9-16.6(9) Fabric Bands and Stretcher Bars The first paragraph is revised to read: Fabric bands shall be '/a inch by 1 inch nominal. Stretcher bars shall be 3/,s inch by 3/a inch nominal or 5/,s inch diameter round bar nominal. A 5/,6 inch diameter round stretcher bar shall be used with Type 1. Nominal shall be construed to be the area of the cross section of the shape obtained by multiplying the specified width by thickness. A variation of minus 5-percent from this theoretical area shall be construed as "nominal" size. All shall be galvanized to meet the requirements of ASTM F 626. �ection 9-18, Precast Traffic Curb and Block Traffic Curb August 6, 2012 This section's title is revised to read: 9-18 Precast Traffic Curb 9-18.3 Block Traffic Curb This section including title is revised to read: 9-18.3 Vacant Section 9-20, Concrete Patching Material, Grout, and Mortar January 2, 2012 9-20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications This section is revised to read: Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar. 9-20.3(4) Grout Type 4 for Multipurpose Applications In the third sentence of the first paragraph, the reference "0.40" is revised to read "0.45". Section 9-23, Concrete Curing Materials and Admixtures April 2, 2012 9-23.2 Liquid Membrane-Forming Concrete Curing Compounds In the first paragraph, "moisture loss" is revised to read "water retention". Section 9-29, Illumination, Signal, Electrical August 6, 2Q12 9-29.1(4) Non-Metallic Conduit This section is supplemented with the following new sub-section: 9-29.y(4)D Deflection Fittings Deflection Fittings for use with rigid PVC conduit shall be as described in 9-29.1(2)A 35 a z, �b- �.fi�� ' � � :� . � . ��� 4� �'�*� �� >� - `� �' �� �; �' � ��,�, . ����, �. ` '',� �� � , ��� � ���"�.t � � � �� �� ;��� �� ! .. � 1 - 2 9 29 2 J B C bl V It d P tl B 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 . unct�on oxes, a e au s, an u axes The section is supplemented with the foilowing: "`' ,� a�'� }"F c#r { ,. � � � ��� �,� � �� �� ,nz �,C F# � '..?r; i � ;�� �;7 �� �; �,� . The Contractor shall perform quality control inspection. The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, the Contracting Agency intends only to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility for identifying and replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the unit(s) will be rejected. 9-29.2(1) Standard Duty and Heavy-Duty Junction Boxes The third paragraph is deleted and replaced with the following new paragraphs: The Contractor shall provide shop drawings for all components, including the concrete box, and Lid and the shop drawings shall show placement of reinforcing steel. The shop drawing shall be prepared by (or under the direct supervision of) a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall carry the following: 1 E 3 Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. The initials and dates of all participating design professionals Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of junction box, or whenever there is a change to the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9-29.2(1)A Standard Duty Junction Boxes The sub-paragraph's titled "Concrete Junction Boxes" are revised to read: Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3, or hot-dip galvanized in accordance with AASHTO M 111. All Standard Duty Concrete Junction Boxes placed in sidewalks, walkways, and shared-use paths shall have slip-resistant surfaces. Non-slip lids and frames shall be hot dip galvanized. 36 �� . �; t �t � !� . 4 +dY � � �. � 'i'a tj�r'r. f � �`��,` <` �Y? . § y �r F � �`°a.-, � 'c� r �: x "� z a ..0 � x ., fi , _ .� . �'�° - , �. '�{ ��g � Wr1 �Bc«i� ,� ���'3r�.�' .rp` ''�.,.,�.. � � � � � � � "' . ';� � . �,' ���? � 2 3 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Concrete used in Standard Duty Junction Boxes shail have a minimum com�'essive ' strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs'/ by 3 inches long, as specFfied in Section 9-06.15, to ' the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The box shall contain ten studs located near the centerline of the frame and box wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. ' Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Fiber Reinforcing ASTM C 1116, Type III Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 steel Frame ASTM A 786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A 36 steel Lid Support ASTM A 36, or ASTM A1011 Grade SS Handle & Handle support ASTM A 36 steel or ASTM A1011 Grade CS or SS Anchors (studs) Section 9-06.15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Studs, Nuts, Stainless Steel grade 302, 304, or 316 Washers steel in accordance with approved shop drawin Locking and Latching In accordance with approved shop Mechanism Hardware drawings and Bolts 9-29.2(1)B Heavy Duty Junction Boxes The section is r.evised to read: Heavy-Duty Junction Boxes shall be concrete and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29.2{1)C. The Heavy-Duty Junction Box steel frame, lid support and lid shall be painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3. Materials for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Lid ASTM A 786 diamond plate steel, rolled 37 ' ' ' ' ' ' ' ' ' , '� ' , ' ' �}�.y_ � ��.4> s, � .Y Y ,y. ; ' y .. �� p 4 ;, �� . . . � . . . . �i � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 � II ' ; � �" ,x ', � r� *� i * "+a� ..,T'� a ; ,� r �. � �, � 'A �.t e� � � . �� y`' / ~ i�n� ii� y � '4 � °_ 2 � ytd�... . . � s ���� � 1 �t �'��' - Frame and stiffener plates Handle Anchors (studs) Bolts, Studs, Nuts, Washers $ : - . `�° i .:.:: from plate compiying with ASTM A a�Z, ' grade 50 or ASTM A�88, and having a min. CVN toughness of 20 ft-Ib at 40 de�rees F. ASTM A 572 grade 50 or ASTM A 588, both with min. CVN toughness of 20 ft-Ib at 40 deqrees F ASTM A 36 steel or ASTM A 1011 Grade CS or SS Section 9-06.15 ASTM F 593 or A 193, Type 304 or 316, or Stainless steel grade 302, 304, or 316 in accordance with approved shop drawinq Hinges and Locking and �n accordance with approved shop Latching Mechanism drawings Hardware and Bolts �.` � r >; The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti-seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9-29.2(1)C Testing Requirements The first paragraph is revised to read: The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. The second paragraph is revised to read: For concrete junction boxes, vaults and pull boxes, the independent testing laboratory sliall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a concrete junction box, and shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 38 �i �"i: k * C3� ^ ��VI��+ kYf� � f�' � . _�r ° z '�" �� �r fkt 4� ; f 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Y � t4 � � � 9 4. All load deflection and failure data. 5. 6. 7 Weight of box and cover tested. R s� d•' t � ��' '�, x . � i �. d��K'�+.�'... ,.,�� �.�.�p5 �".��. � "��fb�`�"� �'�F,,,,,��' � ��,�r``� .;� }+�L � - j ' Upon completion of the required test(s) the box shall be loaded to failure. A brief description of type and location of failure. The third paragraph is revised to read: For non-concrete junction boxes the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, dat� of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a non-concrete junction box, and shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection data. 5. Weight of box and cover tested. The first paragraph foliowing the title "Tesfing for the Standard Duty Non-Concrete Junction Boxes" is revised to read: Non-concrete Junction Boxes shall be tested as defined in the ANSI/SCTE 77-2007 Tier 15 test method with test load minimum of 22,500 Ibs. In addition, the Contractor shall provide a Manufacture Certificate of Compliance for each non-concrete junction box installed. 9-29.2(2) Standard Duty and Heavy-Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty and Heavy-Duty Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid. The lid for the Heavy-Duty and Standard Duty Cable Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as shown in the Standard Plans. The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional 39 ' � f.�;�1,' �y � y',, 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 �� '�k'X.� �,"� �,�- Q y�� y:f''wne."Y x ; ; a � `� 5 '���t`� : sj � � � '"'� , �'� , z �r t �y � r ��" y� r ; � � �. � .�fi � fi' � � ' � � � � � � '�� � } � � p�J � . � � . � . . � ` , . . .. ' S � fi�"�a ��{,�,'� Engineer, licensed under Title 18 RCW, State of Washington', in the br�ch`�o#,�CiVit �ar` °; z�:` Structural, and each sheet shall carry the following: ' ' 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. � 3. The initials and dates of all participating design professionals Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of box or whenever there is a change to the Cabte Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty Cable Vaults and Pull boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9-29.2(1)C for concrete Standard Duty Junction Boxes. Concrete for standard duty cable vaults and pull boxes shall have a minimum compressive strength of 4,000 psi. The lid frame shall be anchored to the vaulUbox concrete lid by welding headed studs 3/ by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The vaulUbox concrete lid shall contain ten studs located near the centerline of the frame and wall. Studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the vaulUbox. The steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3 or hot-dip galvanized in accordance with ASTM A 111. All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared-use paths shall have slip-resistant surfaces. The steel frame, lid support, and lid for the Standard Duty Cable Vaults and Pull Boxes shall be hot-dip galvanized. Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: Materials Requirements Concrete Section 6-02 Reinforcing Steel Section 9-07 Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 Steel Frame ASTM A 786 diamond plate steel or ASTM A 36 Slip Resistant Frame ASTM A 36 Steel ao y � � . � i J , ; �� � � j �4 �/ �' �".� ¢ ,1 f y � i# 'sY' 1 f I'i Yi( fi'� �`� ¢ ik' A� a 4 ,� �� � T�r -� � �� +,, �„ �' � � - ; � . .��, , � � � :���. ,.. , � . . . , ,: �... �, �..: ,� , ; ,. ; . �, � � � '� . � � � � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 , � ���� � ` ' � +�, ¢ j ��K � ��{f*t��� r � ��.. w , � � �- �a-� .� c„ ��; Lid Support ASTM A 36 Sieel, or ASTM A 1011 Grade ' SS Handle & Handie ASTM A 36 steel or ASTM A 1011 Grade Su ort CS or SS Anchors (studs) Section 9-06.15 Bolts, Studs, Nuts, ASTM F593 or A 193, type 304 or 316, or Washers Stainless steel grade 302, 304, 316 per a roved sho drawin Hinges and Locking Mechanism Hardware Per approved shop drawings and Bolts 9-29.2(2)B Heavy-Duty Cable Vaults and Pull Boxes This section is revised to read: Heavy-Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29.2(1)C for Heavy-Duty Junction Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials Requirements Concrete ' Section 6-02 Reinforcing Steel Section 9-07 Cover Section 9-05.15(1) Ring Section 9-05.15(1) Anchors (studs) Section 9-06.15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Nuts, Washers Stainless steel grade 302, 304, 316 in accordance with a roved sho drawin 9-29.10 Luminaires The third paragraph is revised to read: All luminaires shall be provided with markers for positive identification of light source type and wattage. Markers shall be 3 inches square with Gothic bold, black 2-inch legend on colored background. Background color shall be gold for high-pressure sodium and red for metal halide, and white for induction light sources. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. 9-29.10(2) Decorative Luminaries The second sentence in the third paragraph is deleted. 9-29.13(7)B Auxiliary Equipment for NEMA Controllers In the first paragraph, item number's 8-13 are renumbered to read 9-14 respectfully. Item number 7 in the first paragraph is revised to read: 41 , ' ' ' ' ' - � .5, -3 �a � v# rg,r rt { . � � � s , ro,� � mra k � X f �:.j �, '�w 7 �S r�"�,�i,.�: }��,r�.Np�� � I���''�F`� #au�:� ��,�� .,��„= �.3%�'� ��, '4r'` .;� �'�'# F:j �> . � f�' :[ { $` �,f'kr : r: � ,'a+' � , 7� ��� �A � � I. . . . , . . & z'��{ �ns:_ �` 1 �`r {- .`y A- � . . ' ' ' . . . . .. ' . . . 1 7. A"Dispiay PaneP' when noted in the Contract. The display p�n�l 5halt depii;tt� � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 generic eight-phase operation. The panel shall be mounted on the, inside of the front cabinet door and the mounting shall be of a design that allows positioning of the panel in four orientations 90 degrees from each other. The mounting shall be removable without use of any tools. Incandescent red, yellow, green, walk and don't walk indicator lights shall be provided for each phase. The indicator lights shall be connected to the associated field terminals. The connecting cable shall be long enough to allow for any mounting orientation. No diodes will be allowed in the display panel. A means of disconnecting all wiring entering the panel shall be provided. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Signal indicator lamps will display the operation of the intersection. b. Test — All indicator lamps shall be energized. Display Off — All signal indicator lamps shall be de-energized. The following new numbered item is inserted after item number 7.: 8. A"Detector Panel", as specified in Section 9-29.13(7)D, shall be installed. The panel shall be mounted on the inside of the front cabinet door. The detector panel shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector circuits will be disconnected. tn the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a � Display On — Detector indicator lights shall operate consistent with their respective switches. Display Off — detector indicator lights shall be de-energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent. 9-29.13(7)E Type 1i0E, 170E-HC-11, 2070, 2070 Lite, ATC Controller Cabinets The following new title is inserted after the fifth sentence in the first paragraph: 9-29.13(7)F Ramp Meter, Traffic Data, and Warning Sign Cabinets 9-29.16(1)A1 Conventional Optical System This section's title is revised to read: a2 �- J� -r.� � , f ta$2. � �: g • � f�r�,y' 1` ��n, 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 � � � �� � 4 h . �i :.'r�,'a, . 7r a�• � + rn x •:: 4"`�y 3� Y; " 9-29.16(1)A1 Non-LED Optical System 9-29.16(1)D1 Electrical - Conventional This section's title is revised to read: 9-29.16(1)D1 Electrical — Non-LED � � �� x, p� .. � Fy� �+ �t .,�y. � r ,�w flYr$ Fh 'F"c �R �_i �.�,�,'�y } �� fi ti1� 4.N1 ry—�' a L;�3 '�r la . . . .. . . .. ' �� 9-29.24 Service Cabinets In the first paragraph, the lettered items A-J are re-lettered to read B-K respectfully. The first paragraph is supplemented with the following new lettered item: A. Display an arc flash warning label that meets the requirements of ANSI Z535. 9-29.25 Amplifier, Transformer, and Terminal Cabinets In item No. 2.C., "Transformer 23.1 to 12.5 KVA" is revised to read "Transformer 3.1 to 12.5 KVA" and the height column value of 40" is revised to read "48". The first sentence of the first paragraph is revised to read: Amplifier and terminal and transformer cabinets shall be NEMA 3R and the following Item number 5 is revised to read: 5. All cabinets shall provide a gasketed door flange Item number 7 is revised to read: 7. Insulated terminal blocks shall be 600 volt, heavy-duty, barrier type. The terminal blocks shall be provided with a field-side and a control-side connector separated by a marker strip. One spare 12-position insulated terminal block shall be installed in each terminal cabinet and amplifier cabinet. Item number 8 is revised to read: 8. Each non-pad mounted Terminal, Amplifier and Transformer cabinet shall have 1/4 inch drain holes in back corners. Each pad mounted Terminal, Amplifier and Transformer cabinet shall drain to a sump and through a 3/8 inch diameter drain pipe to grade as detailed in the Standard Plans. Item number 10 is revised to read: 10. Transformer cabinets shall have two separate compartments, one for the transformer and one for the power distributian circuit breakers. Each compartment shall be encfosed with a dead front. Each breaker shall be labeled with the device name by means of a screwed or riveted engraved name plate. 43 , : � � �"� '' �� 1 � �'��� � ;� t � � � ���� �'�,� �� �-� �� � "� �i+ � y � .�' r� G ^ra� � y = y ,_ � *yt �,�`° � �t a � 'a kra.?� `"�- �t ��`�" �,'� 1 '�=� 't; �,�94C_ -�, d'w"��� ' � '-q� 'YB� �� �9��,� �s.�rs' z�� � +. Ft .� st _ 1�<'i Sf, � ;rtY�, �5�z � . '�.t `4 V � s � ° \ ;w' �'U � ..�,�'`.°s-'l "� t _ �� �r .. � r�i 4s �`� � " . . . � . . . . . . �. . . )' ��i r' R �1 s .: �`' �i�'�� �� �'t � t�,-� � w , , g „� . ..: °. H� � ,;, . . t „'c e +: . , . . . ..,. . . . . . . :� ,- . . . . . . . � � �, � � :' f : .'<' " : A' i .i .� 1 Section 9-34, Permanent Marking Materiat 2 April 2, 2012 3 4 5 6 7 8 9 10 11 12 ' ' 9-34.2 Paint The second paragraph is revised to read: Blue and black paint shall comply with the requirements for yellow paint in Section 9- 34.2(4) and Section 9-34.2(5), with the exception that blue and black paints do not need to meet the requirements for titanium dioxide, directional reflectance, and contrast ration. aa SPECIAL PROVISIONS City of Federal Way RFB # 13-106 S. 356"' St. Regional Stormwater Facility Retrofit Construction Project 2013 RFB ver. 1-08 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 INTRODUCTION TO THE SPECIAL PROVISIONS ��***��� The work on this project shall be accomplished in accordance with the Sfandard Specifications for Road, Bridge and Municipal Construction, 2012 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter '`Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision supplements, modifies or replaces the comparable Standard Specification or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the date of the GSP and its source, as follows: (May 18, 2007 APWA GSP) (August 7, 2006 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, 2009 edition, with Washington State modifications, if any • Standard P/ans for Road, Bridge and Municipal Construction, WSDOT/APWA, August 2012 edition • King County Road Standards, 2007 edition • City of Federal Way Public Works Development Standards, 2013 edition Contractor shall obtain copies of these publications, at Contractor's own expense. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project ' � ' ' � ' ' ' � , ' ' 1 LJ ' � ' RFB # 13-106 ' � � ' � � � � t C ' ' �I!� ' ' �J � � �i � ' 2 3 4 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Division 1 General Requirements DESCRIPTION OF WORK ��****�� This Contract provides for the improvement of a regional stormwater facility located at the northeast quadrant of the intersection of Pacific Highway South with S. 356`h Street. Work includes construction of a wetland pond and two bioretention areas, including associated conveyance systems, modification of the inlet/outlet control system for the existing detention pond, landscape installation, and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-0'I Definitions and Terms 1-01.3 Definitions ����.*,�� Delete the heading C�mpletion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Dafe The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execufion Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completeon Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. To achieve Substantial Completion, the following items must be completed by the Contractor: All Work except planting of trees and shrubs. Physical Completion Dafe The date all Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation City of Federal Way S. 356'h St. Regional Stormwater Facility Retrofit Construction Project RFB # 13-106 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the City of Federal Way Council accepts the Work as complete Delete the second paragraph under heading Contract and replace it with the following: The Contract includes all Contract Documents defined in the Public Works Contract for the Project which is included in the Request for Bid as Attachment I. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" sYl�ll be revised to read "the location designated in the Contract". All references to "final contract voucher certification" shall be interpreted to mean the final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project � , ' �__ 1 ' �� � ' ' ' � � � � � � ' RFB # 13-106 ' , � ' I'� , � ' , �' C! C CI! �I I�� �� ' u u �I ' 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. Add the following new section: 1-02.1(1) Supplemental Qualifications Criteria (March 25, 2009 APWA GSP,• may not be used on FHWA-funded projects} In addition, the Contracting Agency has established Contracting Agency-specific and/or prQject-specific supplemental criteria, in accordance with RCW 39.04.350(2), for determining Bidder responsibility, including the basis for evaluation and the deadline for appealing a determination that a Bidder is not responsible. These criteria are contained in the'""`Instructions to Bidders"''*. 1-02.2 Plans and Specifications Delete this section and replace it with the following: �******� Information as to where Bid Documents can be obtained or reviewed can be found in the Request for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 5 Furnished automatically u on award. Contract Provisions 5 Furnished automatically upon award. Large plans (e.g., 22" x 8 Furnished automatically 34") upon award. *Additional copies furnished only upon 'ustified r uest. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Request for Bids, at the Contractor's own expense. 1-02.4(2) Subsurface Information City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Section 1-02.4(2) is suppiemented with the following: �*�,��*� Subsurface investigations of the site of proposed work have been made. Soii boring logs and groundwater monitoring results are included in the Appendix D. The geotechnical information used for the design is available for review by the bidder at the City of Federal Way office. 1-02.i3 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read: A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, atternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required iri Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award v�as made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or I. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1-03 Award and Execution of Contract 1-03.3 Execution of Contract (Ocfober i, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, includinq the unsiqned Form of Contract, will be available for sianature by the successful bidder on the first business dav followinq award. The number of copies to be executed bv the Contractor will be determined bv the Contractinq Agencv. City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project RFB # 13-106 ' , ' ' ' , ' ' I'� �'� C� � , ' C ' �� I'�J '� ' � ' 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Within ***10"*" calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of *** 7'*'additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-04 Scope of the Work 1-04.1(2) Bid ftems Not Included in the Proposal Delete Section 1-04.1(2) and replace it with the following: �******� Payment will be made only for the specific bid items listed in the Bid Schedule. No separate or additional measurement or payment will be made for any and all other work and materials necessary to complete the project. All work and materials not specifically included in the bid items listed in the Bid Schedule shall be considered to be included in the various unit price or lump sum bid prices. 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda Revise the second paragraph to read: �*.***�� Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., i presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Change Order or Written Construction Change Directive (if any), 2. Addenda (if any), 3. Instructions to Bidders, General Contractual Terms and Conditions including Attachments A through H, and Public Work Contract, 4. Special Provisions, 5. Contract Plans, 6. Amendments to the Standard Specifications, 7. Standard Specifications, 8. Contractina Aqency's Standard Plans or Details (if any), and 9. WSDOT Standard Plans for Road, Bridqe, and Municipal Construction. i-04.4 Changes Supplement section 1-04.4 with the following: City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42. 43 44 45 46 47 48 49 50 51 52 ��*�„**� Contractor's quotations for Change Orders shall be in writing and firm for a period of 30 days. Any compensation paid in conjunction with terms of a Change Order shall comprise total compensation due to Contractor for the work or alteration defined in the Change Order unless specified otherwise in a change order document. By signing the Change Order, the Contractor acknowledges that the stipulated compensation includes payment for the work or alteration plus all payments for the interruption of schedules, extended overhead, delay, added or deleted working days, or any other impact claim or ripple effect, and by such signing specifically waives any reservation or claim for additional compensation in respect to the subject of the Change Order. 1-04.6 Variation in Estimated Quantities (May 25, 2006 APWA GSP; may not be used on FHWA-funded projects) Supplement this Section with the following: The quantities for "**Imported Berm Embankment Fill Including Haul*'`* have been entered into the Proposal only to provide a common proposal for bidders. Actual quantities will be determined in the field as the work progresses, and will be paid at the original bid price, regardless of final quantity. These bid items shall not be subject to the provisions of 1-04.6 of the Standard Specifications. 1-04.7 Differing Site Conditions (Changed Conditions) Supplement this section with the following: �**,***� The Contractor shall be deemed to have waived any and all claim for additional time or claim for extra compensation for additional work and rnaterial required because of the alleged changed conditions if the Contactor disturbs the condition before the Engineer has indicated to the Contractor that he has completed his field evaluation of the situation. Changed conditions as a result of any negligence or inattention on the part of the Contractor or his subcontractors shall not be considered eligible for extra payment. 1-04.12 Construction Staging Area, Access, and Personnel Parking Add this new Section 1-04.12 as follows: �,.,,�,*,� There are limited areas available for construction staging/storage, access and parking within the Project site. The Contractor must restrict these activities for the Project as follows. Construction Staging and Persannel Parking Areas shall be located within the work site a minimum of ten feet beyond the edge of the adjacent S. 356�h Street roadway paved shoulder, except the distance can be reduced to two feet if temporary construction fencing or temporary traffic control devices are utilized to separate the area from pedestrian and vehicular traffic. The Contractor shall be responsible for locating, arranging for, and maintaining Construction Staging, Access and Personnel Parking Areas in a safe and orderly condition throughout the duration of the Project. Prior to any construction activity, the Contractor shall provide written notification informing the City and all employees, contractors, and City of Federal Way RFB # 13-106 S. 356`h St. Regional Stormwater Facility Retrofit Construction Project � ' ' ' ' ' , ' ' � , '�J , ' ' ' ' ' J ' 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 subcontractors who intend to arrive at this Project with vehicles, equipment or supplies, of the location, purpose and restrictions that apply to the Construction Staging, Access, and Personnel Parking Area. Do not use private parking spaces in or around this project without the express written approval of the owner of the property. Copies of such approval shall be provided to ihe City. On street parking or overnight storage of equipment, materials or vehicles on public streets is prohibited. Atternately; the contractor may elect to utilize add'itional, separate location(s) for staging and parking. It shall be the Contractor's responsibility to locate, coordinate and be responsible for all costs associated with any additional construction staging and/or personnel parking areas. Upon vacating the premises of any private properties, the Contractor shall restore all areas that have been used by the Contractor to their original conditions. All costs associated with providing, maintaining, permitting, operating and restoring the Construction Staging, Access and Personnel Parking Area(s) for this Project shall be included in the other contract items in this contract. Site access shall be limited to the stabilized construction entrance installed by others or additional location(s) approved by the Engineer. 1-05 Control of Work 1-05.4 Conformity With And Deviations From Plans And Stakes Section 1-05.4 is supplemented with the following: �***��*� Contractor Surveying Primary survey cor�trol data provided by the Contracting Agency is indicated on the Plans. Copies of the Contracting Agency-provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for all project surveying, including but not limited to setting, maintaining, and resetting staking of all alignments, slopes, and grades necessary for the construction of the project, survey calculations (including reviewing and verifying the survey control data to be furnished by the Contracting Agency) and setting property corners. Surveying related to setting (2) property corners, as depicted in the Plans (on south line of tire business), shall be performed by a Professional Land Surveyor (PLS) registered in the State of Washington. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record City of Federal Way S. 356'h St. Regional Stormwater Facility Retrofit Construction Project RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shatl include but not be limited to the following, when applicable: 1. Expand the primary survey control to provide additional points as needed to allow construction of the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and Pls) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. In no case shall clearing and grubbing or cutting and filling limits extend beyond the boundary of the project site. 4. Establish grading limits, placing slope stakes along slopes at increments not more than 50 feet apart, and at all control points as shown in the Plans. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5 C: Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and pipes. Establish intermediate elevation benchmarks as needed to check work throughout the project. 7. Install two (2) property corners on south side of the tire business as depicted in the Plans. This work shall be performed by a Professional Land Sunreyor (PLS) registered in the State of Washington. 8. For all other types of construction included in this provision, provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of control points used for the horizontal and vertical control, as well as the vertical datum utilized by the project. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project RFB # 13-106 ' ' � ' 1 � fl U � ' ' � , ' , u ' ' �' �1 !�J I__.l 1 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Contractor shall ensure a surveying accuracy within the following tolerances: Slope stakes Subgrade stakes Alignment of structures Alignment of other features Structure Rim and Storm Sewer inverts Surfacing grade stakes Vertical Horizontal ±0.1 ft ±0.5 ft ±0.1 ft ±0.5 ft (parallel to alignment) ±0.1 ft (normal to alignment) N/A N/A ±0.1 ft ±0.1 ft ±0.2 ft ±0.1 ft ±0.5 ft The Contracting Agency may spot-check the Contractor's surveying. These spot- checks will not change the requirements for normal checking by the Contractor. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made in accordance with Section 1-04.1 for the following bid item when included in the proposal: "Contractor Surveying", lump sum. The lump sum contract price for "Contractor Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. y-05.5 Record Drawing and As-Built Survey Add this new section 1-05.5 with the following: �*.�,��� Record Drawing The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear and accurate red-lined field revisions on a daily basis, and within one working day after receipt of information that a change in Work has occurred. The Contractor shall not conceal any work until the required information is recorded. This Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept on site at the Contractor's field office, and shall be available for review by ihe Contracting Agency at all times. The Contractor shall bring the Record Drawings to each weekly progress meeting for review. City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project iQ RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Record Drawing markups shall document all changes in Work, both concealed and visible. Record at least the foliowing on the Record Drawings: • Actual dimensions, arrangement, and materials used when different than shown on the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Pothole information gathered by the Contractor. • Existing utility information not included in the Contract Plans, or that differs from the Contract Plans. Record Drawings shall be provided to the Contracting Agency prior to Physical Completion As-Built Survey After construction has been completed the Contractor shall perform an as-built survey and provide the information in (1) full-size paper copy, a TIF format file of each plan sheet, including any "add" sheets, and an AutoCAD 2009 or later version file to the Engineer. This as-built survey shall survey the following: • All storm drainage structures installed, modified or left in place: rim elevation, sump elevations, type, size, lid type (solid cover or grate, standard or heavy duty), and lid shape. • Storm control structure details: orifice dimension, orifice invert elevation, baffle wall top elevation, slide gate model number, riser pipe size and riser top elevation. • Storm pipes: invert elevations, diameter and material. • Underdrain system: material type, size, layout, and cleanout locations. • All the requirements for Record Drawings or "as-built" drawings listed in the various sections of the Contract Documents, shall also be followed. The Contractor shall perform all of the necessary calculations for the contracted survey work and shall provide copies of these calculations to the Contracting Agency. Electronic files of all survey data shall be provided and in a format acceptable to the Contracting Agency. All survey work performed by the Contractor shall conform to all applicable sections of the Revised Code of Washington and the Washington Administrative Code. Surveying shall be performed under the supervision of a Professional Land Surveyor (PLS) registered in the State of Washington. The final as-built survey drawing shall bear the professional surveyors seal and signature certifying its accuracy The same surveying accuracy tolerances described in Section 1-05.4 of this Special Provisions shall apply. The Contractor shall provide all traffic control, signing, and temporary traffic control devices in order to provide a safe work zone. Payment Payment will be made in included in the proposal: accordance with Section 1-04.1 for the following bid item when ' "Record Drawing and As-built Survey", lump surn. City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project ii ' , RFB # 13-106 ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 The lump sum contract price for "Record Drawing and As-built Survey" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1-05.6 Inspection of Work and Materials Section 1-05.6 is supplemented with the following: �***.**� The Contractor shall provide for safe access to t�ie construction site by the Washington State Department of Ecology personnel. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor: Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 12 RFB # 13-106 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1-05.11 Finai inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Cor�tractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantialty complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a fina� inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 13 ' ' II � � � ' ' ' � ' � �' 1 � � t_ J RFB # 13-106 ' � � , ' ' � ' � ' �J , C� C', � ' ;� ' ' lJ ' 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1-05.12 Final Acceptance Delete the third and fourth sentences in the first paragraph and replace it with the following: ��,,.**�� Final acceptance date of the work shall be the date the Federal Way City Council accepts the project as complete. 1-05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2009 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's gualifications pursuant to Section 1-02.14, it will take these performance reports into account. City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project 14 RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the pertormance of the work, unless the contract includes power and water as a pay item. Add the following new section: 1-05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-07 Legal Relations and Responsibilities to the Public 1-07.1 Laws to be Observed (Ocfober 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, etficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project is RFB # 13-106 ' ' i� I ' � ' � ' , ' �J � Il ' � LJ � � ' � 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Section 1-07.1 is supplemented with the following: �*�****� Confined Space Confined spaces are known to exist at the following locations: Catchbasins, pipes, manholes, vaults and similar facilities The Contractor shall be fully responsible for the safety and health of all on-site workers and compliant with Washington Administrative Code (WAC 296-809). The Contractor shall prepare and implement a confined space program for each of the confined spaces identified above. The Contractors Confined Space program shall be sent to the contracting agency at least 5 working days prior to the Contractor beginning work in or adjacent to the confined space. No work shall be performed in or adjacent to the confined space until the plan is submitted to the Engineer as required. The Contractor shall communicate with the Project Engineer to ensure a coordinated effort for providing and maintaining a safe worksite for both the Contracting Agency's and Contractor's workers when working in or near a confined space. All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1-07.2 State Taxes Section 1-07.2 is supplemented with the following: (March 13, 1995) The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax. The provisions of Section 1-07.2(1) apply. 1-07.5Environmental Regulations Section 1-07.5 is supplemented with the following: (September 20, 2010) Fnvironmenta! Commitments The following Provisions summarize the requirements, in addition to those required elsewhere in the Contract, imposed upon the Contracting Agency by the various documents referenced in the Special Provision PERMITS AND LICENSES. Throughout the work, the Contractor shall comply with the following requirements: **� A NPDES Construction Stormwater Permit is waived for this project under the condition that stormwater runoff generated from the project site, excluding existing pond outflow, shall not be discharged offsite: Failure to meet this requirement will result in a project shut down by the State Department of Ecology, and possibly financial penalties. ,,, Ci#y of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 16 RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4i 48 49 50 51 52 (August 3, 2009) The intentional bypass of stormwater from all or any portion of a stormwater treatment system is prohibited without the approval of the Engineer. (August 3, 2009) Payment All costs to comply with this special provision for the environmental commitments and requirements are incidental to the contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the associated bid prices of the contract. 1-07.6Permits and Licenses Section 1-07.6 is supplemented with the following: (September 20, 2010) The Contracting Agency has obtained the below-listed permit(s) for this project. A copy of the permit(s) is attached in Appendix C for informational purposes. All contacts with the permitting agency concerning the below-listed permit(s) shall be through the Engineer. The Contractor shall obtain additional permits as necessary. All costs to obtain and comply with additional permits shall be included in the applicable bid items for the work involved. Copies of these permits are required to be onsite at all times. *** 1. City of Federal Way, Process III "Project Approval" issued March 22, 2013, 2. City of Federal Way, SEPA DNS Determination issued May 15, 2012, 3. City of Federal Way, Right of Way Use Permit. *.* 1-07.7 Load Limits (...,.,� Supplement this section with the following: Haul routes shall be approved in advance by the Engineer. Haul shall be restricted to the Hours of Work as specified in Special Provision section 1-08.0(2) 1-Q7.9(5) Required Documents (January 24, 2011 APWA GSP) Supplement this section with the following: The�Contractor or subcontractor directly contracting for "Off-Site, Prefabricated, Non- Standard, Project Specific Items" as defined below shall identify and report information required on the addendum to the "Affidavit of Wages Paid" form filed with the Department of Labor and Industries [form F700-164-000]. The Contractor shall include language in its subcontracts requiring subcontractors and lower-tier subcontractors to comply with the reporting requirements for "Off-Site, Prefabricated, Non-Standard, Project Specific Item" on the Affidavit of Wages Paid form addendum. The reporting requirement for Items shall apply for all public works contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2013. City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project 1� RFB # 13-106 ' !�1 �! �_ J 'I� �I lJ ll �, ' � � � � O � ' � � � 1 2 "Off-site, prefabricated, nonstandard, project specific items" means products or items 3 that are: 4 1. Made primarily of architectural or structurai precast concrete, fabricated steei, 5 pipe and pipe systems, or sheet metal and sheet metal duct work; and 6 2. Produced specifically for this Project and not considered to be regularly available 7 shelf items; and 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3. Produced or manufactured by labor expended to assemble or modify standard items; and 4. Produced at an off-site location outside the State of Washington. The Contractor or subcontractor shall comply with the reporting requirements and instructions on the Affidavit of Wages Paid form, and shall report the following information on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply with the reporting requirements for use of "Off-Site, Prefabricated, Non-Standard, Project Specific" items: 1. The estimated cost of the project; 2. The name of the Contracting Agency and the project title; 3. The contract value of the off-site, prefabricated, nonstandard, project specific items produced outside of Washington State, including labor and materials; and 4. The name, address, and federal employer identification number of the contractor that produced the off-site, prefabricated, nonstandard, project specific items. The Contracting Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s) found to be out of compliance with the "Off-Site Prefabricated Non-Standard Project Specific Items" reporting requirements more than one time as determined by the Department of Labor and Industries. 1-07.11(1) General Application �.,,..,) Supplement this section with the following: Utilization of Minority and Women Business Enterprises All �bidders are encouraged to utilize certified minority-owned and women-owned businesses to the extent possible in the performance of this contract. All prospective bidders or persons submitting qualifications should take the following steps, when possible. 1. Include qualified minority and women's businesses on solicitation lists. 2. Assure that qualified minority and women's businesses are solicited whenever they are potential sources of services or supplies. 3. Divide the total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by qualified minority and women's businesses. 4. Establish delivery schedules, where work requirements permit, which will encourage participation of qualified minority and women's businesses. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project �s RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5. Use the services and assistance of the State Office of Minority and Women's Business Enterprises (OMWBE) and the Office of Minority BUSiness Enterprises of the U.S. Department of Commerce, as appropriate. All prospective bidders must provide a list of the MBE/WBE subcontractors they intend to use during the project. This list must be provided with the bid package. 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan (.....,� Supplement this section with the following: The work described in this section shall not be paid separately and the payment of the work shall be included in the lump sum bid item for "Temporary Water Pollution/Erosion Control". 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: �*****�� Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following names and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: District Code CC7760 KCDPW02 LKHAVN01 PUGE03 PUGG03 QLNWAI6 WSDOTI2 Company Name Marking Concerns COMCAST CABLE (425)392-6412 KING COUNTY RDS (206)296-8153 LAKEHAVEN U.D. (253)945-1623 PSE ELECTRIC (866)380-2627 PSE GAS (866)380-2627 QWEST LOCAL NW (253)833-2343 WSDOT- SIGNALS (206)442-2110 Damage/Repair (888)824-8289 (206)296-8153 (253)946-5409 (888)225-5773 (888)225-5773 (800)573-1311 (206)442-2110 (,.,.,.� All existing utilities shall be maintained in continuous service during the Contractor's operations, unless the Contractor receives written approval from the utility owner for interruption of service. The Contractor shall check with the appropriate utility to determine the minimum notice required if interruption of service is anticipated. Notification shall be written, with a copy delivered to the Engineer, within a minimum of two working days prior to the commencement of work, and must be in such detail as to give the time of the commencement and completion of work and schedule of operations. Should the property owner or the Engineer have adequate reason, as determined by the Engineer, to avoid service interruption at the scheduled time, the Contractor shall reschedule his work to meet the new condition. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project ys RFB # 13-106 ' � � I � ' , ' ' �� �' ' C C�� � LJ LJ � u ' 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Contractor is also warned that there may be utilities on the project that are not part of the One Call System. Notice shall be provided individually to those owners of utilities know to, or suspected of, having underground facilities within the area of the proposed excavation. The Contractor shall be responsible for any breakage of utilities or loss of services resulting from his operations, and shall hold the Contracting Agency and its agents harmless from any claims resulting from disruption of or damages to same. Unless specified otherwise within the contract documents, the Contractor shall be entirely responsible for coordination with utility owners to either arrange for the movement or adjustment of temporary or permanent utilities that prohibit completion of the contract work, or to coordinate with utility owners to allow the performance of such work by the Contractor. All work by the Contractor adjacent to or in the vicinity of existing utilities shall be performed in accordance with the requirements of the utility owners. The Contractor shall pay all permit, inspection, and other fees levied by the utility owners. All co�ts incurred as a result of performance of the Contractor's obligations in this section shall be included in the unit contract price for the item installed. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company and the Contractor shall consider such costs to be incidental to the other items of the contract. The Contractor shall anticipate that the requirements of utility owners may hinder, delay, and complicate execution of the Work. The Contractor shatl not be entitled to any claim for damages because of hindrances, delays, and complications caused by or resulting from requirements imposed by utility owners. As directed by the Engineer; Contractor shall pothole existing utilities to verify locations and depths prior to work that requires excavation adjacent to the utilities. Costs for potholing shall be paid by Force Account. 1-07.23 Public Convenience and Safety 1-Oi.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: (January 2, 2012) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete City of Federal Way RFB # 13-106 S. 356"' St. Regional Stormwater Facility Retrofit Construction Project 20 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and IocatiUn. During actual hours of work, unless protected as de.scribed above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the V`JZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Regulatory Distance From Posted Speed Traveled Way Feet 35 m h or less 10 * 40 m h 15 45 to 55 m h 20 60 m h or reater 30 ` or 2-feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private properry are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. City of Federal Way S. 356'h St. Regional Stormwater Facility Retrofit Construction Project 2i ' � ' ' ' RFB # 13-106 ' , i� �J� I ' I ' I'� ' ' , ' ' ' � ' l_J � , tl ' ' 1 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference �*****�� Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. City of Federal Way S. 356'h St. Regional Stormwater Facility Retrofit Construction Project 22 RFB # 13-106 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor shall prepare and submit at the preconstruction conference the following 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 4. Project signage & notifications. 5. Confirmation of staging areas. 6. Construction site safety. 7. 8. � � ' ' ' Contractor's initial progress schedule (3 copies). List of materials fabricated or manufactured off site, including estimated delivery ' dates for any critical items. Names of principal suppliers. 10. Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and standby rates). 11. Weighted wage rates for all employee classifications anticipated to be used on Project. 12. Submittal schedule (bring preliminary list). 13. Prevailing wage rate certification. Add the following new section: 1-08.0(2) Hours of Work �...,.>) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8-hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday shall be limited as per Federat Way Revised Code Section 19.105.040. Approval to continue work during these hours may be revoked at any time based on verified complaints that the Contractor does not meet the terms of the approved conditions, or if the Contractor's activity creates unanticipated and verifiable adverse effect(s). The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Director of City of Federal Way Community Development Department, and the Engineer. Conditions set forth by Engineer may include but are not limited to: City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project � 2s RFB # 13-106 ' , ' �_ � r�� I ' ,� , � � , , CI' , l.J , � � C� 1 ' 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • Requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. • Considering the work performed on S�turdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24-hour period. Add the following new section: 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency �mployees (May 25, 2006 APWA GSP; may not be used on FHWA-funded projects) Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8-hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a sunrey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight-time costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (..,,..� Notice to Proceed will be given after the Contract has been executed and all the required do�uments have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. Unless otherwise approved in writing, the Contractor shall commence construction activities on the project site and diligently pursue the work to the physical completion date within the time specified in the Section 1.2 of the Public Works Contract of this project. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time specified in the Contract. Prior to disturbing the site; the first order of work shall be the installation of silt fence and high visibility fencing as required by the plans and specifications to protect and delineate the site and construction of an 18,000 cubic foot temporary stormwater retention facility with associated inlet conveyance system. Installation of fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project 2a RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, silt fencing and temporary stormwater retention facility with associated inlet conveyance system. 1-08.5 Time for Completion (June 28, 2007 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a dav and 4 davs a week (a 4-10 schedulel and the fifth dav of the week in which a 4-10 shift is worked would ordinarilv be charaed as a workinq dav then the fifth dav of that week will be charqed as a workinq dav whether or not the Contractor works on that da� Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal-aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report o# Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Proqerty owner releases per Section 1-07.24 Section 1-08.5 is supplemented with the following: (March 13, 1995) This project shall be physically completed within **' 60 *"* working days. City of Federal Way RFB # 13-106 S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 2s 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Section 1-08.5 is supplemented with the following: �*��,**� Initial planting of trees and shrubs may be completed after working days expire but shall be completed no later than April 15, 2014. 1-08.9 Liquidated Damages (March 13, 20i2 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Comqletion as defined in the Contract. The Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the 5ubstantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1-09.2(1) General Requirements for Weighing Equipment (.,..,.� Revise the sixth and seventh paragraphs to read: Trucks and Tickets — Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contracting Agency will provide item quantity tickets for scales that are not self-printing. The Contractor shall provide tickets for self-printing scales. All tickets shall, at a minimum, contain the following information: 1. Date of haul; 2 3 4 5 6 Contracf number; Contract unit Bid item; Unit of ineasure; Identification number of hauling vehicle; and Weight delivered: Net weight in the case of batch and hopper scales. Gross weight, tare and net weight in the case of platform scales (tare may be omitted if a tare beam is used). iii. Approximate load out weight in the case of belt conveyor scales. 7. Ticket serial number imprinted on the tickets; 8. Tvpe of material; 9. Weiqhman's identification; 10. Location of deliverv bv proiect station or street address. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. The material delivery point is defined as the location where City of Federat Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 26 RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 the material is incorporated into the permanent Work. It shall be the Contractor's responsibilitv to provide a certified weiqht ticket to the Enqineers desi ncLated representative on the project at the time of deliverv of materials for each truckload delivered. In the event that the Enqineers desiqnated reqresentative is not present, the Contractor shall forward the ticket to the Enaineer within (1) workinq day, along with sufficient verification of the specific stockqiled location or area of use. Pav quantities will be preqared on the basis of said information. Quantities for mat�erial delivered without adeauate documentation will not be paid. 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.7 Mobilization Supplement this section 1-09.7 with the following: ���**„*� Mobilization shall include but not be limited to the following items: movement of the Contractor's personnel, materials, equipment, supplies, and other items or work incidental to construction of the project; the establishment of office/storage buildings, temporary security fence and other facilities necessary for construction of the project; tree protection measures to include installation of high visibility fencing 5 feet beyond the dripline; providing sanitary facilities for the Contractor's personnel; obtaining permits or licenses required to complete the project not furnished by the City; and other work and operations which must be performed or costs that must be incurred. Also to be included in the lump sum bid price for "Mobilization" is the following: 1. Written release, per Section 1-07.24 shall be obtained from all property owners whose property is used for storage or other purposes. 2. The Contractor shall be responsible for providing and installing one project sign as described below. The Contractor shall provide and maintain (1) 8-foot wide by 4-foot high sign constructed of 3/4-inch exterior high density sign plywood. Sign shall bear the name of the project, Owner, Contractor, Engineer, and other participating agencies. Lettering shall be applied by an experienced sign painter. Paint shall be exterior type enamel. The specific requirements are included in Appendix A. The location of the sign will be provided by the Contracting Agency. The sign is to be erected before the beginning of construction and remain in place for the duration of construction. The Contractor shall remove and properly dispose of the sign at project completion or when directed by the Engineer. City of Federal Way RFB # 13-106 S. 356'h St. Regional Stormwater Facility Retrofit Construction Project z� 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1-09.9 Payments (....,,� Delete the first six paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a Lump Sum item cost breakdown to the Engineer for review and approval at the Preconstruction Conference to utilize for monthly progress payments. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. In the absence of an approved lump sum breakdown, the Project Engineer will determine the amounts for monthly payments on Lump Sum items based on information available. The Project Engineer's determination shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The Contractor shall submit to the Engineer a request for payment for work completed during the previous period. Copies of such a request for payment shall be submitted on a form provided by the Engineer. All monthly pay requests are subject to approval and/or verification by the Engineer. Errors or omissions in the request for payment may result in a delayed payment. It is the Contractor's responsibility to maintain and submit adequate documentation for work completed within each monthly pay period. The initial progress estimate will be made no later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work pertormed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. Except when requested a minimum of (10) calendar days in advance by the Contractor, progress payments will be mailed to the address supplied in writing by the Contractor at the preconstruction conference. Section 1-09.9 is supplemented with the following: (March 13, 1995) City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 2s RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The quantity of the foliowing items to be paid for on this project shall be the quantity shown in the Proposal, unless changes are made in accordance with Section 1-04.4 which affect this quantity. The quantity shown in the Proposal will be adjusted by the amount of the change and will be paid for as specified in Section 1-04.4. *** Unclassified Excavation Incl. Haul **'' The quantities in the Proposal are listed only for the convenience of the Contractor in determining the volume of work involved and are not guaranteed to be accurate. The prospective bidders shall verify these quantities before submitting a bid. No adjustments oiher than for approved changes will be rrlade in the quantity even though the actual quantities required may deviate from those listed. Payment for all costs related to providing and instafling high visibility fencing to protect trees shall be included in this item. The unit contract price for these items shall be full pay to construct and complete this partion of the work. 1-10 Temporary Traffic Control 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is deleted and replaced with the following: �*�****� A City of Federal Way Right of Way permit has been obtained for this project which includes minimum traffic control requirements (See Appendix C). Two sample typical traffic control plans are also attached in Appendix A. The Contractor shall develop a traffic control plan to be project site specific and to facilitate the Contractor's chosen method of performing the Work. Flagger(s) will be required whenever heavy construction traffic is exiting the project site. Additional measures beyond the minimum traffic control requirements may be required depending on the Contractor's chosen method of performing the Work. The Contractor's traffic control plan shall show the necessary construction signs, flaggers, spotters and other traffic control devices required to support the Work, and shall conform to the established standards for plan development as shown in the MUTCD, Part 6 and the most current edition of the PROWAG. The Contractor's traffic control plan shall be submitted to the Engineer for approval at least 10 calendar days in advance of the time the signs and other traffic control devices are scheduled to be installed and utilized. All costs shall be included in the lump sum bid item for "Project Temporary Traffic Control." Division 2 Earthwork 2-01 Clearing, grubbing, and Roadside Cleanup 2-01,3 Construction Requirements Supplement Section 2-01.3 with the following: �***�**� The Contractor shall: City of Federal Way S. 356�'' St. Regional Stormwater Facility Retrofit Construction Project 2s RFB # 13-106 ' ' i� I ' I ' ' � � ' � I_ 1 ' � ' � ' J ' I J ' 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Cut trunks to length, limb and trim rootwads to provide an aesthetic placement. 2-01.5 Payment Section 2-01.5 is supplemented with the following: �*x,t**,t\ . . / The Lump Sum Contract Price for "Clearing and Grubbing" shall also include preparation and placement of Large Woody Debris (LWD) per the Plans. 2-02 Removal of Structures and Obstructions 2-02.1 Description Section 2-02.1 is supplemented with the following: (September 30, 1996) The Contractor is advised that asbestos may be present on this project. 2-02.3 Construction Requirements Section 2-02.3 is supplemented with the following: (February 17, 1998) Removal of Obstructions *** • Approximately 36 SF of approximately 4" depth ACP pedestrian ramp, including sawcutting, approximately 18 SF of approximately 4" depth concrete sidewalk panel, and approximately 180 SF of approximately 3" depth ACP driveway, including sawcutting, as needed to facilitate pipe installation work. The contractor shall protect adjacent sidewalk, pedestrian ramp and driveway. Work includes placement of a CSBC material to facilitate pedestrian and vehicle access. Permanent pavement restoration of these areas will be by others. • Remove portion of four groundwater monitoring well casings and decommission three active wells. One previously decommissioned well shall be re-de- commissioned only if directed by the Engineer. • Storm sewer pipe, approximately 51 LF of 15" CMP. • Storm sewer pipe, approximately 48 LF of 18" DI. (Pipe to be reused per construction note 22 on C3.) • Brick pipe plug approximately 18" thick and full height inside a 48" diameter concrete pipe. Precaution shall be taken to shall protect the existing concrete pipe. All damages to the pipe resulting from the Contractor's operation shall be repaired at no expense to the Contracting Agency. • A total of (16) concrete ecology blocks located throughout the site shall be moved by the Contractor to a location in the existing pond nearby as directed by the Engineer. • Subsurface items encountered during grading or excavation work such as abandoned non-hazardous materials containing utilities; boulders of less than 4-foot ,*� in the largest dimension; trash, trees, or stumps of any size. �.*,.**� Removal item locations, materials and approximate quantities that are known to Contracting Agency are listed on the Plans. Abandoned watermain, water service pipe, or underaround electrical service, if encountered (auantitv variesl, will not be included in this item. City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project 30 RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Contractor is warned that subsurface items may be encountered during grading and excavation since the site has been historically filled with unknown imported materials. The nature, size and quantity of these subsurface items are not represented by the limited soil boring logs. If determined by the Engineer that these subsurface items are not suitable for inclusion to the project, the contractor shall remove and dispose of these materials in accordance with Section 2-02. After removing storm sewer pipe from a catch basin or manhole, the contractor shall plug openings in catch basins or manholes per the plans. �***�**� Removing Chain Link Fence The Contractor shall remove existing fencing as described in the plans, salvage fence fabric for reuse on the project site where required by the plans, salvage one double leaf gate for pickup by city staff, and provide temporary fencing as detailed in the plans to protect adjacent private property. The fence consists of fabric, posts including concrete foundations, gates, top rail, braces, barbed wire, and hardware. Voids resulting from the fence removal shall be bar,kfilled and compacted. The Contractor shall notify City maintenance staff at 253- 835-2755 when salvage gate materials are ready to pickup. �****„� Modify/Decommission Monitoring We/l Remove portion of well casings and decommission three existing resource protection monitoring wells as shown in the Plans. The work shall be done in accordance with WAC 173-160. The Contactor shall be responsible for obtaining and filing all permits, notices, licenses and/or certifications, and necessary to perform the work, and shall be responsible for paying any and all fees required by regulatory agencies. 2-02.4 Measurement Section 2-02.4 is supplemented with the foflowing: ��.*,...� "Removing Chain Link Fence" will be measured by the linear foot along the ground line prior to removal. Openings and gaps will be excluded. "Modify/Decommission Monitoring Well" will be measured per "each". 2-02.5 Payment Section 2-02.5 is supplemented with the following: ��*�*�*� "Removing Chain Link Fence", per linear foot. The unit contract price per linear foot for "Removing Chain Link Fence" shall be full pay for performing the work as specified, including providing temporary fencing. "Modify/Decommission Monitoring Well ", per each. • The unit contract price per each for "Modify/Decommission Monitoring Well" shall be full pay for performing #he work as specified. Payment for decommissioning of one previously decommissioned well, if directed by the Engineer, shall be included. City of Federal Way RFB # 13-106 S. 356'h St. Regional Stormwater Facility Retrofit Construction Project sy � �_J I ' � I ' � � ' ' � ' ' , ' ' ' ' t 1 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 The lump sum Contract payment for "Removal of Structure and Obstruction" shall be full compensation for all costs incurred by the Contractor in performing the contract work defined in Section 2-02 except for costs compensated by other Bid items specifically included in the Bid ProposaL 2-03 Roadway Excavation and Embankment 2-03.3 Construction Requirements Section 2-03.3 is supplemented with the following: t******� Imported material or native material that has been deemed acceptable by the Engineer shall be free from organic matter. Imported berm embankment fill shall meet the following gradation requirements: Sieve Size Percent Passing by Dry Weight 4 inch Square 100 2 inch Square 95-100 U.S. No. 4 60-85 U.S. No. 40 30-70 U.S. No. 200 20-40 Prior to placing berm embankment fill, if the subgrade is unsuitable as determined by the Engineer, the upper 9 to 12 inches of exposed soil shall be scarified, moisture-conditioned, and compacted to at least 95 percent of the maximum dry density determined in accordance with Section 2-03.3(14)D. Alternatively, the maximum dry density may be determined using ASTM International (ASTM) Method D1557. The prepared subgrade, and at a minimum alternate lift of the berm to be constructed shall be proof-rolled with a loaded dump truck, large self-propelled vibrating roller, or equivalent piece of equipment in the presence of the Engineer to check for the presence of soft, loose, and/or disturbed areas. If any soft, loose, and/or disturbed areas are revealed during proof-rolling, these areas shall be moisture conditioned and recompacted to the required density or removed and replaced with imported structural fill or suitable native material as directed by the Engineer. Berm embankment fill shall be placed and compacted in accordance with Section 2- 03.3(14)C, Method C of the 2012 WSDOT Standard Specifications. Maximum density and optimum moisture content tests shall be done in accordance with ASTM Method D1557 or Section 2-03.3(14)D. Any native soil determined by the Engineer to be suitable for use as berm embankment fill shall be stockpiled separately from excavation export material and shall be protected from weather and moisture-conditioned if necessary. The Contractor is advised that the specified imported berm embankment fill material and suitable native material have a high fine sand and silt content making the materials moisture sensitive. The moisture content shall not vary more than 2 percent above or below optimum. The Contractor shall minimize disturbance of unprotected material. Stockpiles shall be protected by covering with ptastic sheeting. The Contractor shall dewater the site as necessary to remove all surface runoff and groundwater seepage. 2-03.3(7)A General Section 2-03.3(7)A is supplemented with the following: City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 32 RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 �**��**� The excavated material hauled to the nearest embankment shali be suitable nonclay material containing no pieces more than 3 inches across, no frozen lumps, and no wood or other organic material. 2-03.3(14)D Compaction and Moisture Control Tests Supplement Section 2-03.3(14)D with the following: �******} The Contractor shall be responsible for materials testing, including but not limited to gradation, density-moisture and compaction testing for trench, subgrade, structural backfill and crushed surfacing materials. All testing shall be performed by an independent testing lab with national accreditation for the scope of services provided. Submit documentation to verify soil test lab accreditation and qualifications for staff designated for nuclear gauge operation to the Engineer for review. Nuclear density testing shall be performed by staff approved by the Engineer. A copy of all test results shall be made available to the Engineer as soon as they are complete. Prior to beginning construction, the Contractor shall submit certified gradation curves for native and imported fill materials to be utilized, to include at least {2) samples of native soils to be taken at a minimum depth of two feet adjacent to the westmost monitoring well and the westerly side of the existing pond approximately halfway between CB4 and CBE4. The contractor shall resubmit gradation curves if the Engineer or Contractor determines that material has changed. After the material has been accepted, the Contractor shall have density-moisture testing performed on the materials. At the beginning of construction activities requiring compaction, the Contractor shall demonstrate methods that successfully achieve the compaction specifications in the presence of the Engineer or his designee. For pipe trenches; the Contractor shall demonstrate a minimum of two successful field tests for each approximately 150 lineal feet of trench. Only pipe zone backfill must be tested. For berms; the Contractor shall demonstrate a minimum of one successful field test for each approximately 75 lineal feet of berm (measured along centerline of berm width) with alternate lifts tested at a minimum. At any areas of failing tests, the required distance between field test locations shall be reduced to one-half of the distance from the previous passing test, and areas shall be retested after appropriate actions have been taken. These tests shall be performed throughout all operations requiring compaction. Replace the last paragraph of Section 2-03.3(14)D with the following: �*���„*� In place density test methods shall be as follows: Field Compaction Testing ASTM D: 2922 Density of Soil and Soil-Aggregate In Place by Nuclear Methods 2-03.4 Measurement Section 2-03.4 is supplemented with the following: ���*���� City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 33 RFB # 13-106 ' ❑ � � _J I ' LJ � � ' ' ' , ' � 1 � ' � � u u 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50' 51 52 Unclassified Excavation shall include all excavation as defined and described in Section 2- 03 of the Standard Specifications, and shall be measured the same way as roadway excavation as described in the Standard Specifications. The pond berm embankment construction requires over excavation below the original ground to remove unsuitable material and backfilling the over excavated areas with imported berm embankment fill material or suitable native material, as directed by the Engineer. The bioretention area construction requires over excavation below the original ground and backfilling the over excavated areas with special imported soil. Included in the unit bid item for "Unclassified Excavation IncL HauP', the Contracting Agency will measure and pay only for the material excavated from and backfilled into, inside the limit of excavation as shown in the Plans. If the Contractor excavates outside these limits, it shall be considered for the Contractor's benefit and shall be included in the cost of other bid items. The quantity of the bid item for "Unclassified Excavation Incl. Haul" shall be determined by comparing the surveyed original ground with the planned subgrade sections shown in the Plans. Note that this bid item is a fixed quantity item per Special Provisions Section 1-09.9. Only one determination of the original ground elevation will be made on this project. Measurement for unclassified excavation will be based on the original ground elevations recorded previous to the award of this contract. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Agency earthwork quantities were computed utilizing digital terrain modeling techniques. Copies of the ground cross-section notes will be available for the bidder's inspection, upon request. Upon award of the contract, copies of the original ground cross sections will be furnished to the successful bidder on request to the Project Engineer. When material below grade within cuts or original ground beneath fills is scarified, cultivated, moisture-conditioned, and compacted, the work will not be measured and compensation for costs incurred to perform the work shall be included in other items of Work. The following sentence "When the Contracting Agency requires excavated material to be stockpiled, re-excavated and moved again, a second measurement will be made, adding q�antity for the same item used in the original excavation" is revised to read: "When the Contractinq Agencv requires excavated material to be stockpiled, re-excavated and moved aaain, a second measurement and corresponding pavment will not be made." Imported berm embankment fill will be measured by the ton. Note that this bid item is a contingent item of work per Special Provisions Section 1-04.6. 2-A3.5 Payment Section 2-03.5 is supplemented with the following: �*„*.**� "Unclassified Excavation Incl. Haul", per cubic yard. The unit Contract price per cubic yard for "Unclassified Excavation Incl. Haul" shall be full compensation for all costs incurred for excavating, loading, placing, or otherwise disposing of the material. City of Federal Way RFB # 13-106 S. 356`h St. Regional Stormwater Faciliry Retrofit Construction Project aa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 "Embankment Compaction" will not be paid separate(y. Compensation for costs incurred to perform the work shall be included in either the unit Contract price for "Imported Berm Embankment Fill Incl. Haul", when imported berm embankment fill.material is used, or in the unit Contract price for "Unclassified Excavation Incl. Haul", when native material is utilized. "Imported Berm Embankment Fill Incl. Haul", per ton. The unit Contract price per ton for "Imported Berm Embankment Fill Incl. Haul" shall be full compensation for all costs incurred for excavating, loading, hauling, placing, and compacting the material unless otherwise specified in the Proposal. Costs for testing shall be included in the related bid items, except that in the event that the Engineer requires testing at a greater frequency than specified in the contract documents, compaction test costs for all passing retests shall be paid by Force Account. 2-09 Structural Excavation 2-09.3 Construction Requirements 2-09.3(3)B.GR2 Excavation Using Open Pits — Extra Excavation Section 2-09.3(3)B is supplemented with the following: �**�***� Extra excavation and open pit excavation, as defined in this section, will not be allowed. The Contractor shall shore excavations at the locations specified above in accordance with Section 2-09.3(3)D. The Contractor shall submit shoring plans to the Engineer for approval in accordance with Section 2-09.3(3)D. 2-09.4 Measurement �,���„�� Supplement the heading Shoring or Extra Excavation with the following: Shoring or Extra Excavation Class B will be measured for payment only when structure excavation is four-feet (4') or deeper measured in accordance with Section 2-09.4 under the heading Shoring or Extra Excavation. The purpose of this supplement is to clarify the measurement of this bid item so that all bids are based on the same quantity. Contractor shall not be discouraged to shore additional areas if it is warranted as judged by the contractor. The costs of shoring the areas that are less than four-feet (4') deep shall be incidental to other Work and shall be included in the unit Contract prices for the Work items that apply. 2-09.5 Payment Section 2-09.5 is supplemented with the following: �.�*�„�� All costs associated with Structure Excavation Class B Including Haul, and all backfilling including but not limited to, bedding for pipes and structures, underdrains, backfilling within pipe zone, backfilling above pipe zone, backfilling for structures, compaction, sampling and testing will not be paid separately, and shall be included in the unit Contract prices for the City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 35 RFB # 13-106 ' u � I ' I ' � � I , �J ' ' ' ' �J � ' ' u � ' 1 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 installation of each type and size of culvert, storm sewer pipe, structure, underdrains, or other structures associated with the excavation. 2-11 Trimming and Cleanup 2-11.1 Desoription Section 2-11.1 is supplemented with the following: �**.**�� This work consists of reconstructing four ditches at the following locations: 1) downstream of pipe profile A, 2) between the first and second segments of pipe profile B, including overflow ditch to CB #2 3) downstream of wetland pond overflow spillway, including a tie-in to existing roadside ditch, 4) and downstream of pipe profile E within wetland pond. 2-11.3 Construction Requirements Section 2-11.3 is supplemented with the following: ��„**,*� The Contractor shall grade the ditches per the dimensions, comments and sections depicted in the Plans. Divisio n 6 Structures 6-02 Concrete Structure 6-02.1 Description Section 6-02.1 is supplemented with the following: �...***� This work consists of constructing concrete partition walls within three existing and one new stormwater drainage structures. 6-02.2 Materials Section 6-02.2 is supplemented with the following: (April 2, 2012) Resin Bonded Anchors The resin bonded anchor system shall include the nut, washer, and threaded anchor rod which is installed into hardened concrete with a resin bonding material. Resin bonding material used in overhead and horizontal application shall be specifically recommended by the resin manufacturer for those applications. Resin bonding material used in submerged liquid environment shall be specifically recommended by the resin manufacturer for this application. The resin bonded anchor system shall conform to the following requirements: City of Federal Way RFB # 13-106 S. 356`h St. Regional Stormwater Facility Retrofit Construction Project as 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Threaded Anchor Rod and Nuts Threaded anchor rods shall conform to ASTM A 193 Grade B7 or ASTM A 449, except as otherwise noted, and be fully threaded. Threaded anchor rods for stainless steel resin bonded anchor systems shall conform to ASTM F 593 and shall be Type 304 unless otherwise specified. Nuts shall conform to ASTM A 563, Grade DH, except as otherwise noted. Nuts for stainless steel resin bonded anchor systems shall conform to ASTM F 594 and shall be Type 304 unless otherwise specified. Washers shall conform to AASHTO M 293, and shall meet the same requirements as the supplied anchor rod, except as otherwise noted. Washers for stainless steel resin bonded anchor systems shall conform to ASTM A 240 and the geometric requirements of ANSI B18.22.1 and shall be Type 304 Stainless Steel unless otherwise specified. Nuts and threaded anchor rods, except those manufactured of stainless steel, shall be galvanized in accordance with AASHTO M 232. Galvanized threaded anchor rods shall be tested for embrittlement after galvanizing, in accordance with Section 9-29.6(5). Threaded anchor rods used with resin capsules shall have the tip of the rod chiseled in accordance with the resin capsule manufacturer's recommendations. Galvanized threaded rods shall have the tip chiseled prior to galvanizing. 2. Resin Bonding Material Resin bonding material shall be one of the following: a. b. c. d. Vinyl ester resin. Polyester resin. Methacrylate resin. A two component epoxy resin conforming to Type IV ASTM C 881. 3. Ultimate Anchor Tensile Capacity Resin bonded anchors shall be tested in accordance with ASTM E 488 to have the following minimum ultimate tensile load capacity when installed in concrete having a maximum compressive strength of 6000 pounds per square inch (psi) at the embedment specified below: Anchor Tensile Embedment Diameter (inch) Ca acit Ibs. inch 3/8 7,800 3-3/8 1 /2 12,400 4-1 /2 5/8 19,000 5-5/8 3/4 27,200 6-3/4 7/8 32,000 7-7/8 1 41,000 9 City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project s� ' � � RFB # 13-t06 ' ' i� I ' I ' ( ' ' , , �� � ' ' � ' u u u � � ' 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1-1 /4 70, 000 11-1 /4 The Contractor shall submit items 1 and 2 below to the Engineer for all resin bonded anchor systems. If the resin bonded anchor system and anchor diameter are not listed in the current WSDOT Qualified Products List, the Gontractor shall also submit item 3 below to the Engineer. For resin bonded anchor systems that are installed in a submerged liquid environment the Contractor shall submit items 1, 2, and 4 below. If the resin bonded anchor system and anchor diameter are not listed in the current WSDOT Qualified Products List, the Contractor shall also submit item 3 below to the Engineer. The resin manufacturer's written installation procedure for the anchors. 2. The manufacturer's certificate of compliance for the threaded anchor rod certifying that the anchor rod meets these requirements. 3. Test results by an independent laboratory certifying that the threaded anchor rod system meets the ultimate anchor tensile load capacity specified in the above table. The tests shall be performed in accordance with ASTM E 488. 4. For threaded anchors intended to be installed in submerged liquid environments the Contractor shall submit tests performed by an independent laboratory within the past 24 months which certifies that anchors installed in a submerged environment meet the strength requirements specified in the above table. (December 2, 2002) Epoxy Bonding Agent For Surfaces And For Steel Reinforcing Bar powels Epoxy bonding agent for surfaces shall be Type II, as specified in Section 9-26.1. Epoxy bonding agent for steel reinforcing bar dowels shall be either Type I or Type IV, as specified in Section 9-26.1. The grade and class of epoxy bonding agent shall be as recommended by the resin manufacturer and approved by the Engineer. 6-02.3 Construction Requirements Section 6-02.3 is supplemented with the following: �.****��. Concrete partition walls will be constructed in four stormwater drainage structures. Contractor shall comply with all confined space requirements as specified in Section 1-07.1 of this Special Provisions when working in these structures. Prior to pouring concrete, the Contractor shall clean up all drainage structures, and pump dry sumps of these structures. The Contractor shall bypass stormwater flows and shall maintain clean and dry conditions that are suitable for pouring and curing concrete till concrete is ft�lly cured. 6-02.3(5)A General Section 6-02.3(5)A is supplemented with the following: ��***.,� City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project 38 RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 The Contractor shall be responsible for all concrete testing. All testing shall be performed by an independent testing lab with national accreditation for the scope of services provided. Submit documentation to verify test lab accreditation and qualifications for staff designated for testing to the Engineer for review and approval. A copy of all test results shall be made available to the Engineer as soon as they are complete. All other requirements shall remain in force. 6-02.3(18) Placing Anchor Bolts Section 6-02.3(18) is supplemented with the following: (January 3, 2011) Resin Bonded Anchors The embedment depth of the anchors shall be as specified in the Plans. If the embedment depth of the anchor is not specified in the Plans then the embedment depth shall be as specified in the table of minimum and maximum torque below. The anchors shall be installed in accordance with the resin manufacturer's written procedure. , Holes shall be drilled as specified in the Plans. Holes may be drilled with a rotary hammer drill when core drilling is not specified in the Plans. If holes are core drilled, the sides of the holes shall be roughened with a rotary hammer drill after core drilling. Holes shall be prepared in accordance with the resin manufacturer's recommendations and shall meet the minimum requirements as specified herein. Holes drilled into concrete shall be thoroughly cleaned of debris, dust, and laitance prior to installing the threaded rod and resin bonding material. Holes shall not have any standing liquid at the time of installation of the threaded anchor rod. The anchor nuts shall be tightened to the following torques when the embedment equals or exceeds the minimum embedment specified. Anchor Minimum Maximum Minimum Diameter Torque Torque Embedment (inch) ft-Ibs ft-Ibs Inch 3/8 12 18 3-3/8 1 /2 22 35 4-1 /2 5/8 55 80 5-5/8 3/4 106 140 6-3/4 7/8 165 190 7-7/8 1 195 225 9 1-1 /4 370 525 11-1 /4 When the anchor embedment depth is less than the minimum values specified, the anchor nuts shall be tightened to the torque values specified in the Plans, or as ' recommended by the resin bonded anchor system manufacturer and approved by the Engineer. 6-02.3(24)C Placing and Fastening ' City of Federal Way S. 356'" St. Regional Stormwater Facility Retrofit Construction Project as RFB # 13-106 ' ' i� I ' �' I , I , ' � ;� � ' ' ' � ' L_J LJ L_ J , � 1 3 4 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Section 6-02.3(24)C is supplemented with the following: (June 26, 2000) Driliing Holes for, and Setting, Steel Reinforcing Bar powels Where called for in the Plans, holes shall be drilled into existing concrete to the size and dimension shown in the Plans. The Contractor may use any method for drilling the holes provided the method selected does not damage the concrete and the steel reinforcing bar that is to remain. Core drilling will be required when specifically noted in the Plans. The Contractor shall exercise care in locating and drilling the holes to avoid damage to existing steel reinforcing bars and concrete. Location of the hotes may be shifted slightly with the approval of the Engineer in order to avoid damaging the existing steel reinforcing bars. All damage caused by the Contractor's operations shall be repaired by the Contractor at no cost to the Contracting Agency and the repair shall be as approved by the Engineer. Steel reinforcing bars shall be set into the holes noted in the Plans with epoxy resin. The holes shall be blown clean with dry compressed air before placing the resin. The Contractor shall demonstrate, to the satisfaction of the Engineer, that the method used for setting the steel reinforcing bars completely fills the void between the steel reinforcing bar and the concrete with epoxy resin. Dams shall be placed at the front of the holes to confine the epoxy and shall not be removed until the epoxy has cured in the hole. 6-02.5 Payment Section 6-02.5 is deleted and replaced with the following: �..,,.**� Concrete structures will not be measured and paid separately. All costs in connection with furnishing, installing and testing these structures as shown in ihe Plans and as described in these Special Provisions and in the Standard Specifications shall be included in the unit Bid prices for the associated structures under Division 7. 6-03 Steel Structures 6-03.1 Description Supplement Section 6-03.1 is supplemented with the following: �*���„� This work consists of furnishing, fabricating, erecting grating and handrail on top of CS#E3 and grating on top of CB#E1. 6-03.3 Construction Requirements Section 6-03.3 is supplemented with the following: �***�*,,� Repair Existing Concrete Structure The Contractor shall make every effort to protect the remaining existing concrete structures while removing existing steel grating from CS#E3. The Contractor shall repair at no expense City of Federal Way S. 356'h St. Regional Stormwater Facility Retrotit Construction Project ao RFB # 13-106 1 to the Contracting Agency all chips, holes, and other defects on the existing concrete 2 structure prior to the installation of grate and supporting beams, regardless whether or not 3 the required repair was caused by the Contractor. 4 5 6-03.3(7) Shop Plans 6 Section 6-03.3(7) is supplemented with the following: 7 8 ��x,rxt*\ i 9 Submittals 10 The Contractor, or the supplier as the Contractor's agent, shall furnish to the Engineer a 11 Manufacturer's Certificate of Compliance in accordance with Section 1-06.3, certifying that 12 the grate, hatch and supporting beam materials conform to the specified material 13 requirements. This includes providing a Manufacturer's Certificate of Compliance for all steel 14 and hardware. 15 16 A copy of all test results performed by the Contractor or the Contractor's supplier, which are 17 necessary to ensure compliance with the specifications, shall be submitted to the Engineer 18 along with each Manufacturer's Certificate of Compliance. 19 20 The Contractor, through the supplier, shall submit detailed design calculations and working 21 drawings to the Engineer for approval in accordance with Section 6-01.9. 22 23 The Contractor shall not begin grating installation until receiving the Engineer's written 24 approval of the material certifications and test results, design calculations, and working 25 drawing submittals. 26 27 Design Calculation Content Requirements 28 The design calculation submittal shall include detailed design calculations based on the 29 dimension and design parameters specified in the Plans and Special Provisions. The 30 calculations shall include detailed explanations of any symbols, design input, materials 31 property values, and computer programs used in the design. All computer output submitted 32 shall be accompanied by supporting hand calculations detailing the calculation process. 33 34 Working Drawing Content Requirements 35 The working drawing submittal shall include all details, dimensions, quantities, and cross 36 sections necessary to construct the grate and hatch based on the dimensions and design 37 parameters specified in the Plans and Special Provisions, and shall include, but not be 38 limited to, the following items: 39 1. A plan sheet or sheets for each grate, containing the following: 40 a. A plan view of the grate that shows the existing concrete structure and its pipes, 41 layout of supporting beams, hatch, break-down of grating pieces, grating bearing bar 42 material and size, and grating supporting beam material and dimensions. 43 44 45 46 47 48 49 b. General notes, if any, required for design and construction of the grating. 2. All details and sections for fastening supporting beams to concrete structures, including all details of hardware. 6-03.5 Payment Section 6-03.5 is deleted and replaced with the following: City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project 41 RFB # 13-106 , ' � �� I ' I ' l __J ' ' � ' ' ' � ' � ' , ' � 1 �*...*�� 2 Steel structures will not be measured and paid separately. Ail costs in connection with 3 fabricating, furnishing and installing these steel structures as shown in the Plans and as 4 described in these Special Provisions and in the Standard Specifications shall be included in 5 the unit Bid prices for the associated drainage structures under Division 7. 6 7 8 DIVISION 7 9 Draining Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits 10 11 7-01 Drains 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 7-01.3{2) Underdrain Pipe Section 7-01.3(2) is supplemented with the following: ��„�***� Under drain media shall be Smart Drain 8" wide belt, manufactured by Smart Drain LLC. (Contact person: Matthew Nolan, 9515 Gerwig Lane, ste. 109, Columbia, MD 21046. Phone: 1-800-638-8582, E-mail: info@smartdrain.com, or matt@smartdrain.com, websit: SmartDrain.com), or approved equal by the Engineer. The drain media shall be non- clogging, capillary siphonic drainage belt. When embedded in sand horizontally, it shall have a lab measured flow rate not less than 1.0 liter/min. The media's compressive strength shall be no less than 61,000 psi. The Contractor shall follow manufacturer's instructions for installation except where noted in the plans and this special provisions. 7-01.3(2)A Submittals The Contractor, or the supplier as the Contractor's agent, shall furnish to the Engineer a Manufacturer's Certificate of Compliance in accordance with Section 1-06.3, certifying that the drain media material conforms to the specified material requirements. A copy of all test results performed by the Contractor or the Contractor's supplier, which are necessary to ensure compliance with the specifications, shall be submitted to the Engineer along with each Manufacturer's Certificate of Compliance. The Contractor, through the supplier, shall submit detailed design calculations and working drawings to the Engineer for approval in accordance with Section 7-01.3(2). The Contractor shall not begin under drain installation until receiving the Engineer's written appro�al of the material certifications and test results, design calculations, and working drawing submittals. In approving these submittals, the Contracting Agency accepts only the nature and scope of the details without validating any dimensions. Unless the Engineer permits it in writing, no changes shall be made in any drawing after its approval. i-01.3(2)A1 Manufacture's Catalog Information _ Submit manufacture's catalog information, descriptive literature, specifications, dimensional layouts, and identification of materials of construction. 7-01.3(2)A2 Documentation City of Federal Way S. 356'h St. Regional Stormwater Facility Retrofit Construction Project a2 RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1. Special shipping, storage and protection, and handling instructions. 2. Manufacturer's installation instructions. 3. Instructions for routine maintenance requirements and operation and maintenance manual. 4. Warranty, O/M manual 7-01.4 Measurement Section 7-01.4 is supplemented with the following: �******� Excavation of the trench will not be measured as it will not be paid separately 7-01.5 Payment Section 7-01.5 is supplemented with the following: �**�*,*� All costs associated with "Structure Excavation Class B Incl. Haul" for under drain shall be included in the lump sum Contract price for underdrain system. �*�*,..*� "Underdrain System", per lump sum. Except other bid items specifically included in the Proposal, the lump sum Contract price for Underdrain System shall be full pay for furnishing and installing all the work described in the Sections of 7-01, 7-08, and 2-09 of the Standard Specifications and this Special Provisions, and as shown on the Plan, including but not limited to, excavation, haul, disposal, dewatering if necessary, bedding, trench backfill within and above pipe zone, laying pipe, compaction, all pvc pipes, drain belt couplers, Fernco couplings, fittings, all drain media materials and fittings, cleanouts, and all cleanout markers (steel fence posts). 7-04 Storm Sewers 7-04.2 Materials Section 7-04.2 is supplemented with the following: �*****«� Ductile Iron Storm Sewer Pipe 7-04.3(1)A General Section 7-04.3(1)A is replaced with the following: (*�*�**� As the basis for storm sewer acceptance, the Contracting Agency will perform a video inspection. If any sewer installation fails to meet requirements, the Contractor shall repair or replace all defective materials or workmanship at no expense to the Contracting Agency. The decision of the Engineer as to acceptance shall be final. 7-04.4 Measurement Section 7-04.4 is supplemented with the following: �.,.**��� The quantities of pipe related to 12 in. and 18 in. T-Fitting shall be increased by 10 LF each to count for all work related to providing and installing T-Fittings. City of Federal Way RFB # 13-106 S. 356"' St. Regional Stormwater Facility Retrofit Construction Project a3 i� I ' I , I ' ' C ' , ' ' � � ' � ' ' ' u , 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 7-04.5 Payment Section 7-04.5 is supplemented with the following: �.��***� "Ductile Iron Storm Sewer Pipe in. Diam.", per linear foot. "Corrugated Polyethylene Storm Sewer Pipe _ in. Diam.", per linear foot. The unit Contract price per linear foot for storm sewer pipe of the kind and size specified, including pipes associated with T-Fittings shall be full pay for all Work (materials, labor and equipment) to complete the installation, including but not limited to, adjustment of inverts to manholes, structure excavation class B including haul, all backfilling (bedding, backfilling within pipe zone, and backfilling above pipe zone to finished grade), compaction, sampling and testing, dewatering if necessary, temporary storm flow bypassing if necessary, temporary measures to maintain pedestrian and vehicular routes open, connection to upstream pipe of T-Fitting, and pipe plug or cap of T-Fitting as shown on the Pfans. 7-05 Manholes, Inlets, Catch Basins, and Drywells 7-05.3 C6nstruction Requirements Section 7-05.3 is supplemented with the following: �****„*� CB#1 construction shall include installation of a flow restrictor assembly and secondary inlet as shown in the Plans and as specified in the Specifications. CB#2 construction shall include installation of concrete partition walls, two 12" shear gates, and steel birdcage lid as shown in the Plans and as specified in the Specifications. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1) is supplemented with the following: �*��***� Existing CB #E1 shall be raised by installing a two-foot tall section. The type of section joint in existing CB is unknown. A photo of the CB section joint taken during the original CB installation is available upon request. The Contractor shall be responsible for matching the joint type of the new CB section with the existing CB to ensure a watsrtight joint. 7-05.3(3) Connections to Existing Manholes Section 7-05.3(3) is supplemented with the following: �..,,�*�� When necessary, the Contractor shall adjust manhole or catchbasin orientation so that new pipe will fit into the existing structure. The costs of adjusting orientation shall be included in the unit price per each for "Connection to Drainage Structure". 7-05.3(5) Handling Existing Drainage Structure Covers Add this new section 7-05.3(5) with the following: �**�.*�� City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project aa RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The following three existing drainage structures shall be modified as shown on the Plans and as described in these Special Provisions: CB #E1, CB #E2, and CS #E3. Prior to the modification work, covers on these existing structures shall be removed and handled as follows: The Contractor shall remove existing concrete top slab on CB #E1, transport the slab and install it at the bottom of the new wetland pond near the outlet pipe as shown on the Plans. Precaution shall be taken to prevent damaging the slab. The existing metal ring and lid on CB #E1 shall remain contracting agency's property. The Contractor shall store these items onsite and notify the Contracting Agency the location of the items. The items will be removed by the Contracting Agency. The Contractor shall remove existing concrete top slab on CB #E2, safely store it onsite and reinstall the top slab after the siructure modification work is complete. Precaution shall be taken to prevent damaging the slab. The Contractor shall remove and dispose of the metal cover on CS #E3. The Contractor shall make every effort to protect the existing concrete structure while removing covers. The Contractor shall repair at no expense to the Contracting Agency all chips, holes, and other defects on the existing concrete structure prior to the installation of the additional top section or top slab, regardless whether or not the required repair was caused by the Contractor. Contractor shall be responsible for the safety of all workers working in and around the structures where the structures' covers are removed and shall comply with all requirements per Standard Specifications section 1-07.1. Temporary measures such as fencing/grating shall be installed to provide fall protection at these structures. All costs to comply with this special provision for handling existing drainage structure covers are incidental to the contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the associated bid prices of the contract. 7-05.4 Measurement This section is supplemented as follows. �*�***,� All bid items listed in Special Provisions Section 7-05.5 will be measured per each. 7-05.5 Payment Section 7-05.5 is supplemented with the following: ������*� "Manhole 54 In. Diam. Type 3", per each. "Catch Basin Type 1 with Beehive Grate" Per each. "Catch Basin Type 1 L", per each. "Catch Basin Type 2 54 In. Diam. with Flow Restrictor", Per each. "Catch Basin Type 2 60 In. Diam. Flow Splitter", per each. "Modifying Existing Drainage Structure ", per each. Gity of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project as RFB # 13-106 ' ' i� � r I� ' ' L_ J ' 1 C � ' L_ 1 � ' ' � � C 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39. 40 41 42 43 44 45 46 47 48 49 50 51 52 Except for other bid items specifically included in the Proposal, the unit Contract price per each of storm drainage structure of the type and size specified as listed above shall be full pay for furnishing, installing and testing all the work associated with the structure as described in the Standard Specifications and these Special Provisions, and as shown on the Plan, including but not limited to, excavation, haul, disposal, dewatering if necessary, bedding, trench backfill, compaction, temporary storm flow bypassing if necessary, flow restrictor assembly, secondary inlet, concrete partition walls, shear gates, steel birdcage lid, beehive grate, adjusting CB to grade, handling existing drainage structure covers, reinstalling CB #E1 top slab and installing adjacent to wetland pond outfall, grating, hatch and support beams, handrails, and slide gates. �******� 7-06 Slide Gates Add this new section 7-06 with the following: 7-06.1 Description This work consists of furnishing, fabricating, installing slide gates in CB#E1 (Slide Gate #1) and CS#E3 (Slide Gate #2). 7-06.2 Ma�terials Materials shall meet the requirements of the following sections: Frames, Rails, Cover Slides, Yokes Aluminum - ASTM B-209 and B-211 Alloy 6061 T-6 Fasteners and Anchor Bolts Stainless Steel - ASTM F-593 and 594, Type 304CW or 316CW, as specified Stems Stainless Steel - ASTM A-276, Type 304 or 316, as specified Flushbottom Seals Rubber - ASTM D-2000 BC 615/625 Grade BE 625 Seats Finish Ultra High Molecular Weight Polyethylene (UHMW) Mill finish on all aluminum and stainless steel surfaces 7-06.3 Construction Requirements Slide gates shall be installed in accordance with manufacture's written installation guidance and instructions. Grease threads prior to placing gate in operation. i-06.3(1) General Requirements Slide gates shall be aluminum slide gates, by Waterman Industries, Inc. (website: • watermanusa.com. Contact: Lynn Rose 559-562-4000), A-250 series, or approved equal by the Engineer. Slide Gate #1 shall be designed for at least 18 ft of head and Slide Gate #2 shall be designed for at Ieast 10 ft of head. Both gates shall be upward opening, self- contained, non-rising stem, manual operating with a T-handle, and shall meet the following minimum design and performance criteria: i-06.3(1)A Frame and Guides Gate frame shall be a rigid unit composed of aluminum guide rails with UHMW seats upstream and downstream. These shall form a tight seal between the frame and the slide (disc). This tight seal shall provide an allowable leakage rate of no more than 0.1 gallons per City of Federal Way RFB # 13-106 S. 356`h St. Regional Stormwater Facility Retrofit Construction Project ae 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 minute (GPM) per peripheral foot of perimeter opening for seating heads and 0.1 GPM per peripheral foot for unseating heads. Stainless Steel retainer bars, cross bars and head rails shall be provided. The clear opening shall be the same size as the orifice on concrete wall, unless otherwise specified. 7-06.3(1)B Slide Cover (Disc) The slide cover (disc) shall be aluminum plate reinforced with structural shapes welded to the plate. The slide cover shall not deflect more than 1/720th of the span of the gate under the maximum head. The stem connection shall be either the clevis type, with structural members welded to the slide and a bolt to act as a pivot pin, or a threaded and bolted (or keyed) thrust nut supported in a welded nut pocket. The clevis or pocket and yoke of the gate shall be capable of taking, without damage, at least twice the rated thrust output of the operator at 40 pounds pull. 7-06.3(1)C Flushbottom Closure Gates shall be furnished with a flush seal arrangement. A resilient seal with a minimum width of exposed face of 3/a" shall be securely attached to the frame along the invert, and shall extend to the depth of the guide groove. 7-06.3(2) Submittals The Contractor, or the supplier as the Contractor's agent, shall furnish to the Engineer a Manufacturer's Certificate of Compliance in accordance with Section 1-06.3, certifying that the gate conforms to the specified material requirements. This includes providing a Manufacturer's Certificate of Compliance for all steel and hardware. A copy of all test results performed by the Contractor or the Contractor's supplier, which are necessary to ensure compliance with the specifications, shall be submitted to the Engineer along with each Manufacturer's Certificate of Compliance. The Contractor, through the supplier, shall submit detailed design calculations and working drawings to the Engineer for approval in accordance with Section 6-01.9. The Contractor shall not begin gate installation until receiving the Engineer's written approval of the material certifications and test results, design calculations, and working drawing submittals. In approving these submittals, the Contracting Agency accepts only the nature and scope of the details without validating any dimensions. Unless the Engineer permits it in writing, no changes shall be made in any drawing after its approval. 7-06.3(2)A Manufacture's Catalog Information Submit manufacture's catalog information, descriptive literature, specifications, dimensional layouts, and identification of materials of construction. i-06.3(2)B Design Calculation Content Requirements The design calculation submittal shall include the following: 1. Detailed design calculations based on the dimension and design parameters specified in the Plans and Special Provisions. The calculations shall include detailed City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project a� RFB # 13-106 ' � i� I ' ' ' ' 1 CI LJ ' , I�� � �� � ' � u ' 1 3 4 5 6 7 2. K� explanations of any symbols, design input, materials property values, and computer programs used in the design. All computer output submitted shall be accompanied by supporting hand calculations detailing the calculation process. Gate opening and closing thrust forces that will be transmitted to support structure with operator at extreme positions and load. Gate operator and stem calculations for each gate and service condition. 8 7-06.3(2)C Working Drawing Content Requirements 9 The working drawing submittal shall include all details, dimensions, quantities, and cross 10 sections necessary to construct the gate based on the dimensions and design parameters 11 specified in the Plans and Special Provisions, and shall include, but not be limited to, the 12 following items: 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1. An elevation view of the gate that shows the gate, concrete mounting wall, metal grating and supporting beam. General notes, if any, required for design and construction of the grating. 2. Details showing equipment fabrication with other items. Include dimensions, size, and locations of connections to other work, and weights of associated equipment. All details and sections for mounting the gate to concrete wall, including all detail of hardware. 7-06.3(2)D Documentations 1. Equipment Assembly: Make, model, weight, each. 2. Special shipping, storage and protection, and handling instructions. � 3. Manufacturer's installation instructions and fietd performance test procedures. 4. fnstructions for routine maintenance requirements prior to startup and operation and maintenance manual. 5. Warranty, O/M manual 7-06.3(2)E Extra Materials Furnish, tag, and box for shipment and storage all spare parts, accessories, and special tools for each gate necessary to operate and maintain the gates, including but not be limited to T-handle, and stem collars for gate stems. 7-06.3(3) Field C�uality Control Upon installation, the Contractor shall conduct functional test on each gate. Gate shall have a smooth operation to its full design range and shall completely seal the flow when closed. Adjust, realign, or modify units and retest if necessary. 7-06.5 Payment Slides gates will not be measured and paid separately. All costs in connection with fabricating, furnishing, installing, and testing ihese slide gates as shown in the Plans and as described in these Special Provisions and in the Standard Specifications shall be included in the unit Bid prices for the associated drainage structures. 7-08 General Pipe Installation Requirements 7-08.5 Payment Section 7-08.5 is supplemented with the following: ���*��.� All costs associated with Structure Excavation Class B Including Haul, all backfilling (including but not limited to, bedding, backfilling within pipe zone, backfilling above pipe City of Federal Way RFB # 13-106 S. 356�" St. Regional Stormwater Facility Retrofit Construction Project ae 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 zone, and backfilling for structures), compaction, sampling and testing, and temporary measures to maintain pedestrian and vehicular routes open, will not be paid separately, and the costs shall be included in the unit Contract prices for the installation of each type and size of culvert, storm sewer pipe, structure, under drain, or other str-uctures associated with t-he excavation. 7-12 Valves for Water Main i-12.1 Description Section 7-12.1 is supplemented with the following: �.,.**,.,� Valves installed in this project are for underdrain systems. 7-12.3 Construction Requirements Section 7-12.3 is supplemented with the following: �******� Valve shall be provided with standard operating nut. The Contractor shall also provide one standard 2" OP nut valve wrench with 6' handle length to the Contracting Agency. The cost of the OP nut valve wrench shall be included in the unit Contract price per each for Gate Valve 6 In.. Hydrostatic testing and disinfection are not required. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Pr.oject as RFB # 13-106 ' I ' I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL &01.3(1) General Section 8-01.3(1) is supplemented with the following: �**,***� The Contractor shall clean all roadways, streets, sidewalks, open spaces and appurtenances of all material or debris which are dropped or otherwise deposited thereon as a result of the Contractor's aperations. All such areas shall be cleaned at the conclusion of each day's operations and at such other times as ordered by the City. If the roadways, streets, and appurtenances are not properly cleaned, as determined by the City, and the condition of the excavation so warrants, the Contractor shall provide facilities to remove clay or other deposits from tires or between dual wheels or outside of truck beds before trucks and other equipment may be allowed to travel over paved streets. Any violatio� of the above requirements will be sufficient grounds for the City to order the roadways, streets, sidewalks and appurtenances cleaned by others and to deduct all costs of such cleaning from any monies due or to become due to the Contractor. All costs in connection with the above work for cleaning of streets shall be included in lump sum bid item for Temporary Water Pollution/Erosion Control. A NPDES Construction Stormwater Permit is waived for this project under the condition that stormwater runoff generated from the project site, excluding existing pond outflow, shall not be discharged offsite. Failure to meet this requirement will result in a project shut down by the State Department of Ecology, and possibly financial penalties. Contractor shall be fully responsible for meeting this requirement and shall bear all costs and consequences. When unsuitable weather that could cause stormwater runoff is anticipated, the Contractor shall take all necessary measures to ensure there is no stormwater runoff from the site. The Engineer may order suspension of all or part of the Work. The period of Work stoppage wifl be counted as unworkable days. 8-01.3(1)A Submittals Section 8-01.3(1)A is supplemented with the following: t***,,*«� A preliminary Temporary Erosion and Sediment Control (TESC) Plan has been prepared for this Project. The Plan indicates the minimum temporary erosion control measures that will be required and is intended as a guide for the Contractor's convenience. Additional control measures may be required and the Plan modified due to weather conditions and/or the Contractor's Means and methods of construction. The Contractor is required to submit his/her own TESC Plan to the City for review. The TESC Plan shall be developed for construction activities required by this Contract, and include a detailed description of the methods, sequencing, proposed types and quantities of materials, and schedule of implementation, inspection, and removals, in accordance with the plans and these special provisions. City of Federal Way RFB # 13-106 S. 356`h St. Regional Stormwater Facility Retrofit Construction Project so 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 As construction progresses and or seasonal conditions dictate, the Contractor shall anticipate that more water pollution/erosion control measures may be necessary. The Contractor shall be solely responsible for the adequacy of the TESC' Plan and if erosion sediment and other pollutant control measures in deviation or addition to those described in the TESC Plan become necessary to minimize erosion and prevent storm water contamination from sediment and other pollutants, the Contractor shall prepare and submit a revised TESC Plan to the Engineer for review. &01.3(2)B Seeding and Fertilizing Section 8-01.3(2)B is supplemented with the following: �*x*+**� Seed mixes shall consist of the following: Marsh Seed Mix: Carex obnupta (Slough Sedge) 27%; Carex microptera (Small Wing Sedge) 25%; Carex stipata (Awl Sedge) 29.5%; Eleocharis palustris (Creeping Spike Rush) 15%; Scirpus microcarpus (Small Fruited Bulrush} 3%; Juncus tenius (Slender Rush) 0.5%. Native Swale Seed Mix: Elymus glaucus (Blue Wildrye) 50%; Festuca rubra rubra (Native Red Fescue) 15%; Hordeum brachyantherum (Meadow Barley) 10%; Glyceria occidentatlis (Western Mannagrass) 10%; Beckmannia syzigachne (American Sloughgrass) 10%; Deschampsia caespitosa (Tufted Hairgrass) 5%. Native Pollinator Seed Mix: Nemophilia menziesii (Baby Blue Eyes) 20%; Hordeum brachyantherum {Meadow Barley) 18.5%; Gailardia aristata (Indian Blanket) 18%; Layia platyglossa (Tidy Tips)13%; Lupinus rivularis (River Lupine) 10%; Camassia quarnash (Camas) 7%; Deschampsia caespitosa (Tufted Hairgrass} 4.5%; Rudbeckia hirta (Black- Eyed Susan) 3.5%; Lobularia maritime (Sweet Alyssum) 2%; Achiellia millifolium (Western Yarrow) 1-2%; Erigeron speciosus (Aspen Daisy) 1-2%; Holodiscus discolor (Ocean Spray) 0.5%. Seed mixes are available at Sunmark Environmental Services, LLC 18032 NE Airport Way Portland OR 97230. Biotic Soil Amendment (BSA) shall be mixed in the seed slurry at a rate shown on the Plans. BSA shall be the same material as described in Section 8-02.3(6) of this Special Provisions. Seed, BSA, organic tackifier, and mulch tracer mixture shall be sown by the method #1, unless it is impractical as determined by the Engineer, in which case other methods may be used with the Engineer's approval. If different seed mixes are applied utilizing the same hydroseeding equipment, the equipment shall be cleaned between applications of different mixes. 8-01.3(2)E Soil Binder and Tacking Agents Section 8-01.3(2)E is supplemented with the following �****��� Organic tackifier shall be NATURAL TACT"" manufactured by Sunmark Environmental Services, LLC or approved equal by the Engineer. 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Section 8-01.3(2)F is supplemented with the following City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project 5i RFB # 13-106 ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 r***x*�\ � � All seeding in this Project shall be considered permanent seeding. 8-01.4 Measurement Section 8-01.4 is deleted and replaced with the following: �******� No specific unit of ineasurement will apply to the lump sum item for "Temporary Water Pollution/Erosion Control". Permamatrix BSA will be measured by the pound of material actually applied. Permamatrix BSA shall be furnished in standard unopened containers with weight, and name of product clearly marked. Seeding will be measured by the acre by ground slope measurement. Temporary erosion control blanket will be measured by the square yard along the ground slope line of surface area covered and accepted. High visibility fence will be measured by the linear foot along the ground line of the completed fence. Silt fence will be measured by the linear foot along the ground line of completed barrier. 8-01.5 Payment Section 8-01.5 is deleted and replaced with the following: �******� Payment will be made in accordance with Section 1-04.1 for the following bid items: "Temporary Water Pollution/Erosion Control", per lump sum. Unless specifically listed as a separate bid item in this section, the lump sum bid item for "Temporary Water Pollution/Erosion Control" shall be full com�ensation for all of the work described in the Sections of 8-01 and 1-07.15 of the Standard Specifications and these Special Provisions, and as shown on the Plan, including but not limited to, stabilized construction entrances, covering storm grates, plugging storm pipe and pumping runoff into temporary retention pond, cleaning streets, and additional temporary erosion sedimentation control measures that may result from weather, the nature of the materials, the progress on the work, or the means and methods of work selected by the Contractor. "Seeding - ", per square yard. The costs for furnishing and applying organic tackifier, and mulch tracer shatl be included in the unit Cqntract price per square yard for seeding. "Temporary Erosion Control BlankeY', per square yard. "High Visibility Fence", per linear foot. The unit contract price per linear foot for "High Visibility Fence" shall be full pay for all costs to obtain, install, maintain, and remove the fence as specified. Once removed, the fencing shall remain the property of the Contractor. City of Federal Way RFB # 13-106 S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 52 2 3 4 6 7 0 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 "Silt Fence", per linear foot. Permamatrix BSA will be paid per Section 8-02.5. 8-02 ROADSIDE RESTORATION 8-02.3(4)A Topsoil Type A Section 8-02.3(4)A shall be supplemented as follows: �*�**„*� Bioretention Soil Media (BSM) BSM shall consist of 60-65% washed, well-graded sand and 35-40% compost measured by volume. BSM shall have 6-9% organic content by dry weight per ASTM Designation D 2974. pH shall be between 6.0 and 8.5. Soluble salt content shall be a maximum of 4.0. Infiltration rate shall be 2"-12" per hour. Components of BSM shall be uniformly mixed. Washed, well-graded sand shall meet with the following requirements for gradation and quality: Sieve Size Percent Passing 3/8" 100 No. 4 95-100 No. 10 75-90 No. 40 25-40 No. 100 4-10 No. 200 2-5 Coefficient of Uniformity > 4 Coefficient of Curve < 3 Aii percentages are by weight. Compost shall be fine compost meeting StancJard Specifications Section 9-14.4(8). BSM shall be placed in horizontal layers not to exceed 12 inches per lift. Machinery shall operate adjacent to the bioretention facility or shall be light-weight, low ground-contact pressure equipment. Compact BSM to 85% of modified maximum dry density. Water shall be applied by spraying or sprinkling. Standard submittals for compost (per Standard Specifications Section 9-14.4(8)) and sieve analysis for sand shall be required. In addition, a soil analysis of the combined material, including infiltration rate and mineral, metal, and nitrogen content, shall be submitted for the Engineer's approval fourteen days prior to placing the material. Contractor shall also submit a one-gallon sample of mixed BSM for approval. All testing shall be done no more than 120 days prior to placement. 8-02.3(6) Soil Amendments City of Federal Way S. 356th St. Regional Stormwater Facility Retrofit Construction Project 53 ❑ � ' ' ' ' ,I� RFB # 13-106 ' ' � ' � ' ' �_1 ' , �� � LJ , ' L� J LJ � , ' � 1 3 4 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Section 8-02.3(6) is supplemented as follows: �****„*� Soil amendment shall be Permamatrix, manufactured and distributed by Sunmark Environmental Services, LLC 18032 NE Airport Way. Portland OR 97230, or other Biotic Soil Amendment (BSA) product approved equal by the Engineer. 8-02.3(6)A BSA Material Qualification Qualified BSAs must contain the minimum following components: o Organic Humic Compounds Consisting of Sedge and Rush Peat o Organic Natural Fiber (jute, burtap, hemp) o Sterile Straw o Organic Biochar (volatile free) o Mycorrhizal Endo/Ecto Blend o Microbial Suite Blend o Water Retaining Organic Polymer Qualified BSAs must meet the following minimum performance criteria and microbiological requirements as tested by independent laboratory: Pe!-formance criteria: o Carbon to Nitrogen Ratio 29.5:1 to 31.8:1 o- pH 1:1 CaCl2 6.6 — 6.8 o Cation Exchange Capacity (CEC) meq/100g 15.9 o Inorganic Carbon 0.1 % o Organic Carbon 47.2% o TOC (total organic carbon) 84.9% Microbiological Requirements: ■ Microbial species required: Azospirillum lipoferum Azosplrillum brasilense ■ Microbial blend required: Bacillus licheniformis Leuconostoc mesenteroides Pichia deserticola Lactobacillus buchneri 1 x105 CFU/g 1 x10 5 CFU/g 2x10 5 CFU/g 2x10 5 CFU/g 2x10 5 CFU/g 2x10 5 CFU/g ■ Endomycorrhizal fungi species required: Glomus intraradices .1327 propagu/es/gm Glomus mosseae .1327 propagu/es/gm Glomus aggregatum .1327 propagules/gm Glomus etunicatum .1327 propagu/es/gm Ectomycorrhizal fungi species required: Pisolithus tinctorius Rhizopogon villosullus Rhizopogon luteolus Rhizopogon amylapogon Rhizopogon fulvigleba Scleroderma cepa Scleroderma citrine City of Federal Way S. 356'h St. Regional Stormwater Facility Retrofit Construction Project sa 478 propagu/es/gm 13.27 propagules/gm 13.27 propagu/es/gm i3.27 propagu/es/gm 13.27 propagules/gm 26.54 propagu/es/gm 26.54 propagates/gm RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 • Water Retaining Polymer required: 75 % Mineral 25% Organic Polymer 40x moisiure retain The fottowing data shall be submitted for approval prior to application of any BSA. Each submittal shall include at a minimum the following information: o Product composition and labeling information; o Description and performance characteristics of products submitted; o Case studies of successful application; o Product MSDS; o Product installation and mixing instructions; o Manufacturer's certification that the products meet or exceed all material composition requirements, laboratory testing properties, and product packaging requirements. Certification shall include requirement that all product components are weed and pest free. Information shall be furnished describing the normal use and expected performance of the BSA. The architect or engineer requires 6 weeks notice for review of submitted information to confirm that the BSA is appropriate for the intended use. &02.3(6)B Permamatrix Application Rate Permamatrix shall be placed dry (not as part of a slurry) in the planting pits of all trees, shrubs, and groundcover at rates as listed in the Plans. 8-02.4 Measurement Section 8-02.4 Measurement is revised as follows: �***„*,� Topsoil Type A BSM, coarse compost, and wood chip mulch will be measured by the square yard along the ground slope line of surface area covered and accepted immediately after application. Topsoil, compost and wood chip mulch spread or incorporated outside of the designated area will not be measured for payment. Permamatrix BSA will be measured by the pound of material actually applied. Permamatrix BSA shall be furnished in standard unopened containers with weight, and name of product clearly marked. . The pay quantities for plant materials will be determined by count of the number of satisfactory plants in each category accepted by the Engineer. Delete the twelfth paragraph and replace it with the following: �**�.��� Water will not be measured and paid separately. Water bills charged by Lakehaven Utility District for the irrigation meter will be paid by the Contracting Agency. Cost for providing and applying all other water shall be incidental to construction. 8-02.5 Fayment Section 8-02.5 is supplemented with the following: City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 55 RFB # 13-106 ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 �**,***� "Topsoil Type A BSM", per square yard. The unit contract price per square yard for "Topsoil Type A BSM" shall be full pay for . providing the source of material for topsoil Type A, for pre-excavation weed control, excavating, loading, hauling, intermediate windrowing, stockpiling, weed control on stockpile or windrows, and removal, placing, spreading, processing, cultivating, and compacting topsoil Type A. "Perrnamatrix BSA" per pound. If other Engineer approved BSA is used, the total cost of the BSA shall not exceed this bid item. "Coarse Compost" per square yard. The unit Contract price per square yard for "Fine Compost" and "Coarse ComposY' shall be full pay for furnishing and spreading the compost onto the existing soil. "Wood Chip Mulch" per square yard. The unit G�ntract price per square yard for "Bark or Wood Chip Mulch" shall be full pay for furnishing and spreading the mulch onto the existing soil. 8-03 Irrigation Systems 8-03.2 Materials Section 8-03.2 is supplemented with the following: �****x*� All materials and equipment shall be as specified on the Plans. No substitution shatl be allowed. 8-03.3(13) Irrigation Water Service Delete this section and replace it with the following: {,..,*..,� A water service connection application for irrigation system has been approved by Lakehaven Utility District. Application fees have been paid by the Contracting Agency. Water meter will be installed by Lakehaven Utility District. 40 The Contractor shall coordinate with Lakehaven Utility District for water meter installation at 41 the location and size as shown in the Plans, if the meter is not installed prior to the start of 42 the construction. The Contractor shall provide a minimum of 5 working days notice to the 43 Lakehaven Utility District prior to the desired water meter installation date. The Contractor 44 shall protect the meter from being damaged by the construction activities. Lakehaven will 45 leave the meter locked until backflow assembly has been tested and accepted. 46 47 48 49 50 51 Construction activities for irrigation water service connections shall comply with the Lakehaven Utility DistricYs requirements. 8-03.3(14) Irrigation Electrical Service Section 8-03.3(14) is deleted and replaced with the following: City of Federal Way S. 356"' St. Regional Stormwater Facility Retrofit Construction Project 56 RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4$ 49 50 51 52 �*�***�� The Contractor shall install electrical conduit and associated junction boxes between controller and project boundary as shown on the Plans. Wiring and connection to power source by others. Contractor shall furnish and use portable generator to provide electrical power necessary for testing the irrigation system. 8-03.5 Payment Section 8-03.5 is supplement with the following: �******� All costs associated with furnishing and running portable generator for the purpose of testing irrigation system, including fuel cost, shall also be included in the lump sum Contract price for "Irrigation System". , 8-12 Chain Link Fence and Wire Fence 8-12.2 Materials Section 8-12.2 is supplemented with the following: �„*****� Chain link fence materials shall meet the requirements of this section as supplemented by Special Provision 9-16.1. Except approximately 411 LF of existing fence fabric shall be reused where specified in the plans. 8-12.3(1)A Posts Section 8-12.3(1)A is supplemented with the following: �*�**,*� All posts, including line posts shall be set in concrete base. Line posts concrete base shall match other posts as shown in the WSDOT Standard Plan L-20.10-02. 8-12.4 Measurement Section 8-12.4 is supplemented with the following: /axx*f.*\ > > Chain link fence with barbed wire will be measured by the linear foot of completed fence, along the ground line, exclusive of openings. 8-12.5 Payment Section 8-12.5 is supplemented with the following: ���*.**� "Chain Link Fence Type 3 with Barbed Wire", per linear foot. The unit Contract price per linear foot for "Chain Link Fence Type 3 with Barbed Wire" shall be full compensation for brace post installation and all other requirements of Section 8-12 of this Special Provisions and Standard Specifications, and as depicted in the Plans for Chain Link Fence Type 3 with Barbed Wire, unless covered in a separate Bid Item in this Section. City of Federal Way RFB # 13-106 S. 356"' St. Regional Stormwater Facility Retrofit Construction Project s� O ' C�, I ' I , ' ' ' �� , ��I ' � � II ' ' � ' 1 3 4 6 7 8 10 11 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 �**,�*,*� 8-26 Permeable Pavers Add this new section 8-26 with the following: 8-26.1 Description This Work shall consist of constructing a pavement composed of permeable pavers, including preparing subgrade and/or base in accordance with these Specifications and in conformity with the lines, grades, thicknesses, and typical cross-sections shown in the Plans or established by the Engineer. &26.2 Materials Materials shall meet the requirements of the following requirements: 8-26.2(1) Permeable Interlocking Concrete Paver Units: Permeable Interlocking Concrete Paver Units shall be Eco-Priora, or Eco-Stone, manufactured by Mutual Materials Company, PO Box 2009, Bellevue, WA 98009, or approved equal by the Engineer. The paver units shall meet the following minimum criteria: comply with ASTM C 936, minimum void ratio of 9%, natural gray color and standard texture. 8-26.2(2) Crushed Stone Filler, Bedding, and Base: A. Crushed stone with 90% fractured faces, LA Abrasion < 40 per ASTM C 131, minimum CBR of 80% per ASTM D 1883. B. Do not use rounded river gravel. C. All stone materials shall be washed with less than 2% passing the No. 200 sieve. D. JoinUopening filler, bedding, and base: conforming to ASTM D 448 gradation as shown in Tables 1 and 2 below: 8-26.2(3) Table 1 ASTM No. 8 Grading Requirements Bedding and JoinUOpening Filler Sieve Size Percent Passing 12.5 mm (1/2 in.) 100 9.5 mm (3/8 in.) 85 to 100 4.75 mm (No. 4) 10 to 30 2.36 mm (No. 8) 0 to 10 1.16 mm (No. 16) 0 to 5 Table 2 ASTM No. 57 Base Grading Requirements Sieve Size 37.5 mm (1 1/2 in.) 25 mm (1 in.) 12.5 mm (1/2 in.) 4.75 mm (No. 4) 2.36 mm (No. 8) Edge restraints: City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 5s Percent Passing 100 95 to 100 25 to 60 0 to 10 Oto5 RFB # 13-106 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 20 21 22 23 24 25 26 27 28 29 3� 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Edge restraints shail be Flexibie Segmental Pavement Paver Edge Restraints manufactured by Pave Tech, Inc., Prior Lake, MN 55372, or approved equal by the Engineer. The material shall meet the following minimum requirements: 8-26.2(3)A Profile - Should incorporate the following components 1. Edge restraint footprint surface must be solid and uniform containing voids no larger than 50%. 2. Frost heave/sand retention lip, extending a minimum'/2" (13 mm) under the bedding layer with a minimum of 75% coverage along the length of the edging. 3. Frictional resistance rib(s) having a minimum of one rib under the lip. 8-26.2(3)B Materials 1. Height minimum of 1 5/8" 2. Connection piece shall provide complete end to end contact on all pavement facing edges without piece to piece lippage. Connection device shall extend beyond splice at least 2" in each direction from splice. 3. Anchoring to be completed with 10" long x 3/8" diameter steel landscape spikes - Maximum spike spacing for rigid style edging = 24" - Maximum spike spacing for flexible style edging = 12" (300 mm) 8-26.2(3)C Edging Pertormance Maximum Deformation = 0.0154" Minimum Load = 230 Ibf* 8-26.3 Construction Requirements Permeable pavers and its crushed stone filler, bedding, base, subbase and edge restraints shall be installed in accordance with manufacture's written installation guidance and instructions. &26.3(1) Submittals A. Paver manufacturer's/installation subcontractor's drawings and details: Indicate perimeter conditions, junction with other materials, expansion and control joints, paver layout, installation details. Indicate layout, pattern and relationship of paving joints to fixtures, and project formed details. B. Sieve analysis of aggregates for subbase, base and bedding materials per ASTM C 136. C. Permeable concrete pavers: 1. Paver manufacturer's catalog sheets with product specifications. 2. Four representative full-size .samples of each paver type, thickness, color, and finish. 3. Accepted samples become the standard of acceptance for the work of this Section. 4. Manufacturer's certification of concrete pavers by ICPI as having met applicable ASTM standards. 5. Manufacturers' material safety data sheets for the safe handling of the specified paving materials and other products specified herein. 6. Manufacturer's site preparation and installation guide/manual/instructions. D. Edge Restraints: 1. Manufacturer's catalog sheets with product specifications. 2. Manufacturer's certification of the material as having met applicable performance standards. 3. Manufacturer's site preparation and installation guide/manual/instructions. City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project ss RFB # 13-106 ' , L' ' , �', , ' ' , u � ' L_J � J �I� I� ' 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 8-26.3(2) Protection After work in this section is complete, the Contractor shall be responsible for protecting work from sediment deposition and damage due to subsequent construction activity on the site. 8-26.4 Measurement Crushed Surfacing Base Course will be measured per Section 4-04. Permeable paver will be measured by the square foot along the ground slope line of surface area covered and accepted by the concrete pavers. 8-26.4 Payment "Permeable Paver", per square foot. Unless covered in a separate Bid Item specifically listed in this section, the per square foot Contract price for "Permeable Paver" shall be full pay for all costs in connection with furnishing all materials, labor, tool, and equipment necessary for furnishing and installation of these pavers including but not limited to, excavation, preparing subgrade, furnishing and installing following materials: bedding, base, edge restraints, joint filler, geotextile for separation, concrete pavers, and other incidental costs for completing the work as described in the specifications and shown on the Plans. "Crushed Surfacing Base Course", per ton. DIVISION 9 MATERIALS 9-05.20 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings Section 9-05.20 is supplemented with the following: �,.,.,*,,,� Corrugated Polyethylene Storm Sewer Pipe used in this project shall be AASHTO M 294 Type S. 9-14 Erosion Control and Roadside Planting 9-14.4(4) Bark or Wood Chips Section 9-14.4(4) is supplemented with the following: �*�,�,�� Wood chips shall be used in which bark is less than 50% of the mixture. It shall be free of wood preservatives, sawdust, grass clippings, weed seeds, soil, roots, and other material that is not bole or branch wood and bark. The Contractor shall submit in writing the source and composition of the wood chips for approval by the engineer. Seven days prior to application, the Contractor shall submit one-gallon sample for Engineer approval. 9-16 Fence and Guardrail 9-16.1 Chain Link Fence and Gate Section 9-16.1 is supplemented with the following: �*„*„�� City of Federal Way S. 356`� St. Regional Stormwater Facility Retrofit Construction Project 60 RFB # 13-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 All posts, braces, top raiis, tension wire, fittings, gate frames, barbed wire support arms, hardware, and other materials shall be black powder coated to industry standards for commercial applications. Chain link fence fabric shall consist of an 11-gage steel core with an 8-gage black vinyl coating, except gate fabric shall consist of a 9-gage steel core fabric with a 6-gage black vinyl coating. All references to galvanized materials in Section 9-16.1 are revised to refer to black powder coated or black vinyl coating to meet the intent of the above. Barbed wire shall consist of two 12-1/2-gage 0.099-inch twisted line wires with 14-gage 0.080-inch round barbs as listed in ASTM A121, Design Number 12-4-5-14R. Barbed wire shall be black vinyl coated. Afl barbs shall consist of four points and spacing of barbs shall be at 5-inch (+1-inch) centers. Barbed wire support arms shall be single- arm for three barbed wire strands. When installed, the barbed wire support arms shall project at an angle of 45 ± 5 degrees from the plane of the fence line and the outer strand of barbed wire shall be positioned 12 ± 2-inches horizontally from the fence line. Intermediate strands of barbed wire shall be uniformly spaced between the strand on the end of the support arm and the fabric. All support arms shall be fitted with clips or slots for attaching the barbed wire to the support arm. Support arms shall be capable of withstanding a load of 250 pounds (Ibs) when tested in accordance with the following method: Clamp the base of the arm securely. Apply a vertical 250-Ib load where the outer strand of barbed wire connects to the arm, permanent deflection of the arm is cause for rejection. City of Federal Way S. 356`h St. Regional Stormwater Facility Retrofit Construction Project s� RFB # 13-106 ' ��' � APPENDIX A STANDARD PLANS, DETAILS AND PRO7ECT SIGN DETAILS ' City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project RFB ver. 1-08 I� I! , RFB # 13-106 2013 r � � � � � � � � � � � � � � � � � � � TRENCH WIDTH � (SEE NOTE 3j s�� _.. . _ . �r � � r � PIPE ZONE BACKFILL -_ r,, io; (SEENOTE'I)- .� � l�� � - � � GRAVEL BACKFILL FOR i - � PIPE ZONE BEODING - ��;�y� (SEE NO7E 4) a (SEE NOTE 2) .- � a �`c '\' ! '�14 ! .. - - 15% O.D. � FOUNDATION LEVEI -- ?�'' ��'• � �-��l � .� � _ �_ �'�—' � �'' , `. � ^ i CONCRETE AND DUCTiLE IRON PIPE ; TRENCH WIDTH : __ __—__.. . _ .,.. , (SEE NOTE 3) �. � GRAVEL BACKFILI FOR " .' „ ` � �4� � I, PIPE ZONE BEDDING - � ;�� - '� I � (SEE NOTE 2) ��• _ i I; � � �i - O t ;..��1 _ p� w - a � a; � - � _ _i_ � � iFOUNDATION IEVEL - i-i � � i` �� _\ L. - t_ I THERMOPLASTIC PIPE rReNCH v�non� (SEE NOTE 3) I PIPE ZONE BACKFIIL ._ ,.. (SEE NOTE 7) . GRAVEL BACKFILL fOR PIPE ZONE BEDDING --�., (SEE NOTE 2j �.. FOUNDATION LEVEL -� �. L. METAL PIPE W Z N a a I __ . 1 PIPE ZONE BACKFILL _. (SEE NOTE 1) � .. GRAVEL BACIffILL FOR PIPE ZONE BEDDING -� (SEE NOTE 2) -� FOUNDATION LEVEL ���, �. NOTES 1. See Standard Specificallons Sect3on 7-08.3(3) for Pipe Zone Backfili. 2. See Standard Specifications Section 9-03.12(3) for Gravel Backfill for Pipe Zone Bedding. 3. See Standard Specifications Sectlon 2-09.4 for Measurement of Trench Width. 4. For sanitary sewer installation, concrete pipe shall be beddetl to spring line. L TRENCHWIDTH __ _ _ ___ ��� !- (SEE NOTE 3) � _`_ .. __ .. _.T mli � �.. � wi I �� pj aE N! � a' a� �- '..- 75% RISE �•. �i__----_ � PIPE ARCHES CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETIMEEN BARRELS �a� w za� �z° CIRCULAR PIPE - - - — - - (DIAME7ER) -- �" to 96" DIAM. /2 102" W 180" 48„ PIPE ARCH __18" to 36'_ 12" . _ . _ _. --- - --- ----- (SPAN) 43" W 142" SPAN /3 METAL ONLY 148�� � �� — -�� �t J. � �.rl. Ji'�T �����I �� y��� QF R'AS/II�cTa`'''�� � � � � 4� l�r� �����I �e rs, � �� � � ���; o,�, ,�, issea �o .� n � � �s9 �isTtP `�� ����$ 'S�ON.aL �� �� €���E EXPIRES Jt1LY I, 2007 g���� PIPE ZONE BEDDING AND BACKFILL 8TANDARD PLAN B-55.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Peterfeso 06-01-06 4 .,.,� ��o� F„o�� a,� � WmAMqbn Sbb D�porlm�nf of i�onapoMlion COLLAR WIDTH SEE NOTE 1 CAST-IN-PUCE CONCRETE COLLAR -� STEEL WELDED VJIRE FABRIC - SEE NOTE 2 �, �._. I.. _ I— I—=• I-- _ . _ - - _ __ _. _._.._-- � I' ,� � T+'I; ' I � � i , � � 'h ` � i 1, ��I �; � j '��. �; ', � ,, � � �"_T'i � 1 � ( ,':�: ; � �'��-J _ _ - - - - - -- __ _ _ _ . .. � �, _ �. �-L-� � i -- �� CONCRETE COLLAR OPTION � 24� � :�� CONCRETE PIPE - SEE NOTE 3 CORRUGATED METAL PIPE � ��. j^ � � �� . I � ���T ._.__'_ _____.._...______.._.___._._..___ __, r c.v � � i i i i i �� I� � I I � !.�l I i, ���� I�� I�� I� i� I � I i ,. � � �� ������ I' 11 � I' �I I�II��;I� �� �I� I I � �, , �1� 0 i ' �' i , , ,. �' I � � 1 � �` �" . — — � i _..._.________._.._..__._....___. _'..'__- / RUBBER GASI�'fS - SEE NOTE 4—'� TYPE "K" COUPUNG BAND - SEE NOTE 5-' � ������������..._ Zq• yy�DE. 1" THICK RUBBER GASKE7 . IN ACCORDANCE �MTH STD. SPEC. 9-0d.A(3) COUPLING BAND OPTION NOTE3 1. The Concrete Collar width shall be one half of the outside pipe diameter of the largest pipe. The minimum Conaete Collar width ahall be '12". Concrete Collars may be used with all pipe materials and dfameters. The Concrete Coilar option shall only be used to extend existing pipes. 2. Steel Welded Wire Fabric shall be In accordance wifh Standard Specification 9-07.7. Install two wraps for size 6■ 6 W1.4 x W1.4 (10 Gage) Steel Welded Wire Fabric or one wrap for any of the following sizes: 6• 6 W2.1 x WZ.1 (8 Gage) B■ 61N2.9 x V1I2.9 (B Gage) 4 Y 4 W2.9 x W2.9 (8 Gage) 4 x 4 W4.0 x W4.0 (4 Gage) 3. Nfhen a Coupling Band connection requires attachment W the bell end of a concrete pipe, the bell end of the pipe shall be removed before the connection is installed. 4. Increase the outside diameter oi the metal pipe to match the outside diameter of the concrete pipe by installing '12" wide rubber gaakets, thickness as required (Coupling Band only). The rubber gaskets shail be in axordance wifh Standard SpedRcalfon &04.4(3). 5. Use a flat Type K Coupling Band. Type K Coupling Bands with dimples are not allowed for the installation detail shown. The Coupling Band opfion shall ony be used for extending ex- isdng pipes that have an inside diameter of 36" or less. �N J. Jp � ,S0 !�, I ����) � ,�F �F NASl1/��, (., � � � b � �' �,� { :' �¢� � �����i ���3, ���$� �O ���. C� ��y�u� �o� q�,�lssea �o .� 7����I ��3/ONAL �'��\ � ��€ �o�� �ui�<aI EXPIRES JULY I. 200i 4����� CONNECTION DETAILS FOR DISSIMILAR CULVERT PIPE STANDARD PLAN �-60.20-00 SHEET 1 OF � SHEET APPROVED FOR PUBLICATION Harold J. Peterieso 06-08-06 _ $MTEUE&ONfNOINE9i On1E T Wa�MpM, Stot. �.�oMnw�l o� TA�,�erlo�b� _ � � _ _ � _ _ _ � � � _ _ _ _ � � � � � � � � � � � � 1� � � � � � � � � � w °o_ J � LL m � MULCH & COMPOST TO SPECIFIED DEPTH - FEATHER TO BASE OF PIANT t1PPERMOS7 ROOT SHALL BE NO MORE THAN t' BELOW SOIL SURFACE MOUND SOIL TO FORM WATERING WELL AT OUTER EDGE OF PUNTING HOIE SEE NOTE EXISTING SOIL BREAK UP ROOTBALL OF CONTAINER PLANTS, PRUNE CIRCLING ROOTS � ' � � � � �� EXISTINCa SOIL SHRUB, TREE AND GROUND COVER PLANTING DETAIL MULCH & COMPOST TO SPECIFIED DEPTFI - FEATHER TO BASE OF PLANT .� .� . �i i \��� \%\%\��\ //��\//\//\\\�� \��QV\�\� ��/ �(/ ��/ Q/ /��\/�/��% ������/���� �� \� \ \� �\/.�0.�\. � /���/��/���,/,���\ � �%\'�\�%\\ � //��ii����� �/h��� %��//��//�/ \�\ • ` \�\� �\rii i� �i��� �J\\� , \\� ��\� • ���� �\� • �%�\�� //����� � ��`\ii / ��/�� ���Q�����j•,����./` ///////// �r��v'`i?���—i.�n-.���\�_." _ Q`i�ir��u:�ia�i��r �; �` �y`, �J���,r.�. UPPERMOST ROOT SHAL� BE NO MORE THAN 7" BELOW SOIL SURFACE LOWER WRAPPED (B88) ROOTBALL INTO HOLE. CUT AWAY ALL WRAPPING MATERIALS FROM ROOTBALL AND REMOVE FROAA HOLE, � ROUGHEN SOIL AT EDGES OF ROOT&4LL TO STIMULATE ROOTS MOUND SOIL TO FORM WATERING WELL ` AT OUTER EDGE OF PIANTINCa HOLE � STREET TREE PLANTING AND STAKING DETAIL (APPLIES TO CONT/UNER, BALL AND BURLAPPED, (B88) DECIDUOUS AND CONIFERS) SEE NOTE NOTE Badcflll with soil removed from hole — See planting area soil preparafion defail or Special Provisions. )OT SHALL BE NO MORE THAN SURFACE f0 FORM =LL AT DRIPLINE VT E EXIST�NG SOIL SLOPE PLANTING DETAIL QNCLUDES ALL PLANTS ON SLOPES) PLANT RHIZOME WITH CROWN I GROWiH POINTS DE FlNISHED GRADE TUBER OR RHIZOME PLANTING DETAIL UPPERMOST ROOT SHALL BE NO MORE THAN 1" BELOW SOIL SURFACE FJUSTNG 501� . SPREAD ROOTS OUT USlN6 38' • 2" x y STAKES, STAKE TNROUGH EDGE OF ROOTBALL INTO EDGE OF UNDISTURBED SOIL. STAKES SHALL BE RUSH NATH GROUND cuwcertc no u �sr nci rnu SEE NOTE ` EXIST�NG SOIL BRFAK UP ROOTBALL OF CONTAINER PLANTS, INCLUDING PLU0.S PRUNE CIRCLING ROOTS PUNTING HOLE 3 11MES �/ THE ROOT SPREAD EMERGENT PLANTING DETAIL iEE NOTE :XISTING SOIL STATE OF �('lIn(�M� WASHINGTON V'lI� tV REOIS7ERE� �U� LANDSCAPE AftCHITELT SALLY A. nNDERSON CERTIFICATE NO. 000372 r.s.vreur,v,eccma.cow�.re�n�e� �.v r.�ne�0 nruemoxa�s.w.�.F ,a �,..""�.eao,...�. . TREE AND SHRUB PLANTIN6 DETAILS STANDARD PLAN N-10.10-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLiCATION Pasco Bakotich IlI 07-03-08 ar�reoesio�+�wE+ w*E � Wmhlnpbn S1an D�poRmml of Traneporlalion z w w m � 'm m � 0 2•2 WOOD POST FENCING MATERIAL -� , io } C 0 "v HIGH DENSITY PC fPROPYIENE MES W RESISTANT, - 0' MIN. EPER FOR �ABLE SOIL) STAPLE TOP TIE SELF•LOCKING TIE - NYLON 6/6 (MIN. ORADE), r SQk MIN. TENSILE STRENGTH, UV STABILIZE� FENCING � MATERIAL �� TYPICAL SECTION � io � � � STEEL T-BAR POST SELf-LOCKING TIE - NYLON 8/8 (MIN. GRADE), 5DC MIN. TENSILE STRENGTH, UV STABIIiZE� ENVIRONMENTALLY SENSITIVE AREA ��— BOUNDARY 2•2 WOOD OR STEEL T-BAR POST NOTE 1. Post shall have sufficient sVength and durabiliry to support the fence through the life of the project. R�1 ELEVATION ELEVATION FENCE Ok SLOPE STATE OF �M%�(�M2 WASHINGTON �" „�•� REGISTERED U TANDSCAPE ARCHITECT MARK W.MAURER CERTIFICATE NO. 000598 rdre msxw�sxot.�auuamrsvr.crocu wrt8ut�x¢£c�x.vticdMx' re i�aui6uw.s�cM.oer.r�ewaMFF�/+wo .WNO�frna/&IGnOrIY?TOVi9E AG HIGH VISIBILITY FENCE STANDARD PLA1J I-10.10-01 SHEET 1 OF 7 SHEET APPROVED FOR PUBLICATION Pasco BakoGch !ll 08-11-09 _ BT�TE �E81GN ENGIHEEq pATE � Wmhinpbn SbN Dporlm�nt M Tnroporlofion - _ - _ � _ _ _ _ � _ _ _ _ _ _ _ _ _ � � � � � � � � � � � � � � � � � � � POST - SEE STD. SPEC.8.01.3(8jA —��—��- ..... � nev�uaRrP.� /^ (4 PER POS'n GEOTEXTIIE BACKUP Z SUPPORT g H COMPACTED NATIVE SOIL � F�p��� : �, Z � BURY GEOTEXTILE � IN TRENCH z 4" �� NOTE � OURING EXCAVATION, MINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE AND SMOOTH SURFACE FOLLOWING EXCAVATION TO AVOID CONCENTRATING FLOWS. SECTION AO SEE NOTE 3 � °c v . ���o� �� °h- `�5-FFr �--�� �a� � TYPICAL SPLICE - SEE DETAIL ��s- GEOTEXTILE FOR TEMPORARY SILT FENCE - SEE STANDARD SPECIFICATON SECTION &35.2 (1�, TABLE 6 INSTALL BACKUP SUPPORT FOR THE GEOTEXTLE - SEE STANDARD 9PECIFICATION SECTION &01.3(8�A TYPICAL SILT FENCE WITH BACKUP SUPPORT ISOMETRIC � i L , �o� ,�,u �o T-POST (TYPICAL) NOTES 1. Maximize detention of stormwater by placing fe�ce as far away from toe of slope as possible without encroaching on sensitive areas or outside of the Gearing boundaries. 2. Install silt fenang along contours. 3. Install fhe ends of the silt fence to point slightly up-slope to pre- vent sediment from flowing around the ends of the fence. 4. Pertortn maintenance in accordance with Standard Specifications 8.01.3(9)A and 8s01.3(15). -� r SEE NOTE 3 BACKUP SUPPORT (TYPICAL) STATE OF ���(�%%%(((��j(�(((��� WASHINGTON '/,1� REGISTEREO U LqNDSCAPE ARCHITECT MARK W,MAURER CERTIFICATE NO. 000598 � FABRIC �rxr ow„�,'e��°""n"°"�" ,,,��„�,�,,,,,� � (GEOTEXTILE) �� �.���� � �� (TYPICAL) °tR'"�O"""0'" SILT FENCE WITH BACKUP SUPPORT SPLICED FENCE SECTIONS SHALL 8E CLOSE ENOUGH TOGETHER STANDARD PLAN 1-30.10-01 TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE SMEET 1 OF i SHEET FENCE AT TF1E OVERLAP. JOINING SECTIONS SHALL N07 BE PLACED IN LOW SPOTS OR IN SUMP IOCAl10NS. APPROVED FOR PUBLICATION Pasco Bakotich lll 08-1l-09 BTAlEOEeIONENWMFER DA1E SPUCE DETAIL � we�h�Mpen sbe. o.��.ni,i T��.v�nmto� $ 3 m Y a s > �a 0 NOTES 1. More than the minimum of one fastener per square yard may be requked due to conditlons such as blanket composition, soil type, surFace unifortnity, s^ • s° rFteNCN and slope steepness. r 2. See Standard Specification 8-01.3(3). / 3' - 0" MAX. y ��.� . . 1' - 6" MA%. ;.. CTRS. (TYP ) , � CTRS. RYPJ .. ��.. �� BLANKET - ♦ - :i;l . . EDGE ANCFtOR TRENCH AO- � � r r � • . 1' - 8" MAX. , � ' � � ' � - � CTRS. (TYP.) ' � - , - � 4" MIN. EDGE _ ' . � %- OVERLAP �'B�M�N� EROSION . � i -- CONTROL ���" �, . � ! BLANI�T 2/'�; � f b r�;; �_ '` TAMPED % � �T� '� ;� �'�- FASTENER SOIL • �._ FASTENER - - 3' - 0' MAX. CTRS. ANCHOR TRENCH - SECTION AO ♦ \ _ FASTENER . ���� - (TYPJ �.. � '� BLANKET _ � 4� ENDS � � ��_ 1'-8"MAX. . • '...,.. _ _ CTRS. (TVP.) y : �.� . `� 3'-0"MN(. . SHINGLE SPLICE BO-=� • � ^ CTRS. (TYPJ '/ ,,� _ F�� _ 6' MIN. END OVERLAP . -:>1�;1;:. ��� EROSION � �- CONTROL. � ;. � BurdKE'r FASTENER �_. Z?�,x,.>�~,:,. SHINCiLE SPLICE — SECTION OB ♦ � ���'� 8° MA7C. - � � CTRS. (NP.) . T � _ I ''/ PERSPECTNE VIEW STATE OF �M(j(�M6 WASHINGTON �I 1 �� REGISTERED ��� IANDSCAPE ARCHITECT MARK W.MAURER CERTIFICATE NO. 000598 �I .xaECmo�.cn nx.r��isia . � n.r�arlaKaar.w�se� .�I .mrwiwxeeuemrro�. i EROSION CONTROL BLANKET PLACEMENT ON SLOPE STANDARD PLAN 1-60.10-00 SHEET 1 OF t SHEET APPROVED fOR PUBLICATION Pasco Bakotich lll 08-31-07 — en.hoEewx�uowem o.re � WuhlnqM� SI�M D�parlm�nto(T�vmporlWien _ _ - _ _ _ _ � - _ - _ _ _ _ - _ _ _ � � � � � � � � � � � � � � � � � � � N Z K m J m 7 m � � 0 � � - TEMPORARY SILT FENCE _ - $ECTION OR COMPOST SOCK OUTFLOW CHANNEIIS CONSTRUCTED BY EXCAVATION NOTE � 8' - 0" MIN. PIACE GEOTEXTILE UNDER TNE SPILLWAY AND SIDE SLOPES. PROVIDE A 1' - 0" DEPTH OVERFLOW ��� CONTINUOUS LAYER BETWEEN THE GRAVEUROCK AND THE NATIVE EARTHEN MATERIAL. � �� 4 � �COMPACTED NATNE MATERIAL Z 2 CONSTRUCTED BY EXCAVATION OREMBANKMENT SEDIMENT TRAP BOTTOM 1' - d' DEPTH OF 2" - 4" ROCK t' - 0" DEPTH OF 3/4" - 1 1!2" WASHED GRAVEL BACIffiLI PROVIDE GEOTEXTILE - SEE STD. SPEC. SECTION &33 SECTION AO TEMPORARY SEDIM�NT TRAP EXISTING ROAD 4" - 8" OUARRY SPALLS AS RE�UIRE� - 100' MIN., D(CEPT MAY BE REDUCED TO 50' MIN. FOR SITES VNTH LESS THAN ONE ACRE OF EXPOSED 500.. 10 PLACE CONSTRUCTION CiEOTEXTILE FOR \ SOIL STABII.IZATON AND A MINIMUM Of 0.15' t' - 0' MIN. CRUSHED ROCK UNDER THE SPALLS, FROM THE EDGE OF THE EXISTINO ROADWAY TO THE RADIUS RETURNS, OR AS DIRECTED BY THE ENGINEER. ISOMETRIC VIEW STABILIZED CONSTRUCTION ENTRANCE �COARSE COMPOST � X � � ` � L ` ^ I 2J( X= 1' • 0" FOR SLOPES 4H:1V OR FLATTER X= 1' - 8' FOR SLOPES STEEPER THAN 4H:1 V TYPICAL SECTION COMPOST BERM DETAIL PROVIDE FULL NAD7H OF INpRESSIEGRESS AREA 19 - 0" MIN. STATE OF �n(�(Vj� WASHINGTON U� REGISTERED � LANDSCAPE ARCHITECT MARK W.MAURER CERTIFICATE NO. 000598 ua�rwr.wacaxucws"�'vu �ana+�u..�ersva.r�wwama. awwovmraenwunw a �ra�rat�rnsw.sramrwsr�renes,.rsr. .�x+o�rw�ouvn,�. e MISCELLANEOUS EROSION CONTROL DETAILS STANDARD PLAN 1-80.10-01 SHEET i OF 1 SHEET APPROVEO FOR PUBLICATION Pasco BakoUch lll 08-11-09 _ SfATE pEBION ENGINEEA MTE � Wa.M�� SbN aperlmM�a(7rv�,P�„a� NOTES 70' MAX , 1000' MAX. � ... . ... . . . . _ _ . _ _ . .. . _ _ �- . . . . . . ... . _ . _ . . . . . .. . _ . .. . __ . . ___ ._. . PULL POST - SPACED HOG RINGS (NP.) � ENO OR CORNER (BRACE) POST �� TENSION WIRE Q 1000' MAX. i``� SPnCeD @ z4• Fnnx. 1. All concrete post bases shall be 10° ,i�p'�, r _io' ntnx (rvP.� �!\ % 1 minimum diameter. �� TENSION WIRE � PULI POST : ,- L_ LINE POST - SPACED ;, BRACE _ TENSION KNUCKLED SELVAGE ,� � D J ,-- TENSION WIRE ' 1�\ _-� BRACE POST t� 1,_ _�r � Q 10' MAX. POST WIRE (TYP,) �,t 2. Along the top and bottorti, using Hog '`♦ � '' � '� � T / Rin s, fasten the Chain Link Fence � .? . '•. ?�: :: < � . Fabric to the Tension Wire within the <.; / ti ? % o � °�' ' ' � �� � '-� � � . . '��' - � - � � �� � ` limits of the firsl full fabric weave. � : � -:.. . . � / '� rENSION wirte - / 3. Details are illustrative and shall not ,, , � � v � TIE WIRE �� i TENSION WIRE - � � 2 : p (T�P�) i� �/ - TENSION WIRE � � limit hardware design or post selec- N �/ o�= _ TIE WIRE �` � ; tion of any particular fence type. m � �� / FABRIC BAND (TVP.) `� �" � �' m � ��' ,� (ryP.) �/ FABRIC BAND (TYP.) � � \ , , . i� I ¢ / . �Sl: ���, TIE WIRES (NP.)' � STRETCHER BAR (TVP.) � LL � � � - STRETCHER BAR (TYP.j � � ''4 �''�^ SPACED Gai 14' MAX. � �;�.�. �.�. � ��.�. � �.�. � 1t�; i Y . .;'.:�, ;? i. �_ _ � �, . , . . ,. . ? _ i . . . . , „ �,. ,,. ,,,<. ._ � .. ., . , . . �. � TENSION WIRE �-- ;� d a KNUCKLED SELVAGE � CHAW UNK - TENSION WIRE ; �� HOG RINGS (NP.) ° �' a � I � � (TVP.) FENCE FABRtC - SPACED @ 24" MAX. M i� � I-- , . .. . � ,.: .. . , .. '� ��' ... . � �1 . <��`;� , .. �. . •, i.. _ � ., ` . _ _ CONCRETE POST � � � BASE (NP.) TYPE 3 70'MAX. _: _-.1.. __.._ .. ._. _... . . .. _500'_MAX.. _ ... . _ . . ... _. _ .__ . . . . ....; _ PULLPOST-SPACED .� . . .. _.. __- _ _ .._ _ .... . . . . . . END OR CORNER (BRACE) POST �, � :-- TENSION WIRE . 10, �(T,P � :� (ap 500' MAX. B.- .___ . ._. _.___... . .____... �, �� LINE POST - SPACED �. BRACE KNUCKLED ' �. 1 u/ �- TENSION WIRE A ' TENSION WIRE � �� PULL POST �_ __ �� � �0' MAX. ; - � POST ' � TENSION WIRE % � SELVAGE (NP j -- - `� . �� �, � �. '..., / ._ _._ �� � / ... ! . � ,_. ` _ . _ _, _ . :, , . ,. ::•. � 1= �` r N i wi _ � ti.:• POST - FABRIC BAND - SPACED 75' MAX. � - HOG RINGS (NP.) SPACED � 24' MAX. , ,� - BRACE POST TENSION WIRE s,,;. TIE WIRE �:. U, •: , E S ON RE ,- TENSION WIRE STRETCHER :� (�P) °Ii TIEWIRE '' BAR(NP) C� 'vl� (NP.) �.__ STRETCHER �, : m " BAR (TVP.) FABRIC BAND (TVP ) ti .. -. I a FABRIC BAND (TYP ) .. ; n � r � • - �t. _ . . . _ . . �. :�: L- � 1 i =.' �, . :�; + ( x T� . r�v .. :., ,, ..... . . ., . i . �... ..;�. � I°' � I� � a KNUCKIED SELVAGE � � CHAIN UNK `Vi� _��"' �� �� (TYP.) � FENCEFABRIC ,�,. _.i. _.. _ �,: .,. ':: ----�- - .I_ . i _ : . . CONCRETE POST � .. - BASE (TYP.) TYPE 4 POST AND RAIL SPECIFICATIONS 3 iiZ �-- _. ._ .a i � t sia � r__ ' _ � I PIPE ROIL FORMED ( � POST NOM.SIZE '� �' ^�T (SCH.40) SECTION ' WEIGHT MI ,. I.D. � (Ib1ft) � J.. _ I END, CORNER.OR PULI POST y i�y p�, O ; SJO �� ��"�--�� �_FENCE LINE _ __-- . _ _ ---_.--...__ _ _ ± --- - --- FABRIC LOOP : LINE OR BRACE POST 2' DIAM. OZ ' 1.85 - 2 SIDES � O O STRETCHcR BAR °ABRIC METHOD OF FASTENING STRETCHER BAR TO POST Q�,TRIr�. � a; s ���� � ua$q��ITO �i �{sks � � = �" �' �$�°o W � ";� 3 g��g � o �� � ����; O .�,. ,n�• 9F%'I�STE��, \' �...:E ss�o,v.at, F`:� ��w�� __ ligm_Ws CNAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich lll 06/21/12 � 6T�TE DESK{N ENGINEER DAiE � WasM�qton Sta�e D�pa.tmantofTrancponolion �/ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ I' � � � � � � � � � � � � � � � � � � � 0 � 0 > U y m � 0 � I _. � _ , - EYE BOLT TENSION WIRE ND � STRETCHER BAR (� I�: ( I ' ,.: la ., END OR CORNER (BRACE) POST DETAIL O TENSION WIRE �� TIE WIRE - SPACED (g114'MAX.ITYPJ _. �:�--I � �' I, .' I � 1`� � ( - TURNBUCKLE TENSION WIRE n I � �� - - EYE BOIT HOG RING - SPACED _,"� � _ Q 2a• MAX. BRACE POST DETAIL CO EYE NUT � ��. TENSION WIRE ,� - EYE BOLT 'N�/ _ - TURNBUCKLE ,� ' `" : Ir � FABRIC BAND (NP.) � �� �:I I I �� � t ��� � �I..I, ,I.�� . ' �� 1� �� �` STRETCHERBAR(IYPJ PULL POST (AT END OR CORNER) DETAIL O EYE NUT - TENSION WIRES EYE BOIT � -- TURNBUCKLE TENSION W�RES � / rII \ � FABRIC BAND (TYP.) - ��I : . I �r��� , . �,���.�. I I`�'.� � ti;..� ��` .- > �" � � . - STRETCHER &4R (TYPJ PULL POST (WITHIN RUN) DETAIL OD '- TENSION WIRE �p,TRI�� � � �w ����pp,WASy��'T � �zFg� C 5� %*'$ �� t g��;� y Ls] t- / S�: 9 �€�;__ w . e & � � o q o _�• ���� �F F���STE�t� ♦�� �� -�? ss, �G � �ON.�1L C,�, .� 3` ��€ €m�'we� CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich lll 06/21/12 _ ST�TEOESIGNENGINEER OniE � wmh�ng�oo s�m. o.vonm.m o� r.o�:yonoroo .. .. , - _ � ' • • - � - �-r-� � . _ . .. . ' a ,� • - - : - - - - - - _� x ��,..-_'_'y_'_ _ _ _..._-_._-_. _-___._..: ,� �::•---•-'-•--------..-�-_-_-_._____._-,.:��i?""c�':-"""" - - - - -�� ���i _;i�.�� � � � i � � � � � ��������� � � ri�,• - - = � �::i'i�l �li� ������� � � � � � � � � • � � ������.�II j di� ����� �� � � � � �, � � � � �i�i��! �Il�:iiy�•;����������� � �������������������i i i i � i i i �s�• �li � ���il'II��� �i�i��� 4�i�i`� � � ��i ��i � �i��i' 11 f!���!� 0O IU�_ O �^ ♦��I �♦ ♦ 1 ♦ ♦♦ '�� ♦.'I��!, ..; ��!.. � .�i !��!. .,;�11 '►.• ,���_.�I� r���l �� ���'� —��i �i i� ��� �I���� �i!��lii ���ii ':'� � ����� ���i �i�� '���i� � � i� ��i�� �i I;i ♦�'I♦ ♦�._ � • �I� � ����_;� ��f� �►�� �i i� �i�i I�i� ��r= � ��i�_�.� _�_�I�� ���.. � i��:�� � � ����� �L►.� � �I�II� BOTTOMTENSION WIRE ;(� ��� �_ Jj�'(/j�Y/JJ2YjJJ�Y/jJj (TYP.) (NOT REQUIRED FOR � � CHAIN IJNK FENCE NPE 4) � � � �' CHAIN L1NK PENCE FABRIC JI 3' - 0" - CHAIN LINK FENCE TYPE 3 2' - 0" - CHAIN UNK FENCE NPE 4 —� i i � MATCH FENCE � °r I BOTTOM HINGE - � r SELVAGE (TYP.) � 780' S1MNG (TVPJ u I 12" ROUND (TYP.) �1 DOUB�E GATE I I � �. \ � ( :II �J JI dc •�i ,I I� HOG RINGS - SPACED i i ' � � � 24' MHX. (TYPJ Y i CHAIN LINK FENCE TYPE 3 OR 6+ SINGLE 6 FT. CHAIN UNK GATE � I CHAIN LINK FENCE TYPE 3 OR 4 PAY LIMIT , PAY LIMIT PAY LIMIT HOG RINGS - SPACED 6' - 0" 10' - 0' (7YP.) � 24' MAX. (TYP.) PULL POST GATE POST (TYP.) - 3 1/2" , TENSION V1ARE FOR GATE POST PULL POST DIAM. (NOM., SCN. 40) TOP HINGE - REQUIRED ONLY ON HINGE SIDE TENSION NARE -� I � 90' SNANG � I � �� � � 7ENSION WIRE FABRIC BAND (TYP.) STRETCHER BAR (TYP.) BOTTOM TENSION WIRE (NP.) (NOT REQUIRED FOR CHAIN IINK FENCE TYPE 4) TENSION IMRE TENSION WIRE �i l� � i' CHAIN LINK FENCE FABRIC 3' - 0' - CWUN LINK FENCE TYPE 3 2' - 0' - CHAIN LINK FENCE NPE 4 � TRUSS RODS ' BOTfOM HINGE J I I � - 90' S1MN0 d r ,i i TIE VNRES C�YP.) - •.t � SPACED � 14" MAX. � 12" ROUND (TYP.) SINGLE GATE TENSION WIRE TENSION WIRE HOG RINGS - SPACED � 24° MAX. (TYP.) b Y L. g e��U�QOF WASy��,�� �i��� y�� _ �6 U' ����� !,a _ ����a � e �8 q � � �� 9��cP �`�� i S T F.0.�'� ���� €� �: .t's�o ��G ����� NAL ����� g���� CNAIN LiNK GATE 8TANDARD PLAN L-30.10-�9 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich lll 06-16-11 ._ BMTEOEWGHEN6WEER o.h � Wadfin9bn Sleh D�porlm�nlo(Tmmsporlolion _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � � � � � � � � � � � � � � � � � N Z W K W m � m > m � � 0 FABRIC BA� TOP HINGE GATE PO3T DETAIL OA FABRIC BAND BOTTOM HINGE -�� �� � o I I p � � o D � v GATE POST DETAI� OC STREfHCER BAR :NSION 1MRE TENSION W1RE TENSION NARE TENSION N FABRIC STRETCHER BAR(TYP.) PULLPO3T DETAIL O FABRIC BAND (TYP.) TENSION WIRE �— TURNBUCKLE � EYE BO�T � TURNBUCKLE � _ � TENSION WIRE (TYP.) (N0T � �NSION VNRE (TYP.) (NOT REQUIRED POR CHAIN LINK EYE NUT REQUIRED FOR CHAIN LINK FENCE NPE 4) � , FENCE TYPE 4) EYE BOLT � � � �' I I. o PULL P08T DETAIL OD �� L. g�, ���v � R �„�W ,�F'���pP wASy��TOF��� ����� � - ���v� �.. ���: .o _ ¢. �3Q�`-�� �O� AFCIzTF�A�� ��� �°��`$ R�S�ONAL �'�G` ����� ��W�� €a��� CHAIN LINK GATE STANDARD PLAN L-30.10-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich lll 06-16-11 _, BfAIE 0E&ON OIGIHFFA WTE � Wmhlnpbn SbN D�pvrlmanl a1 Tnnsponnlion �euss o e' c�Rs � �� M FACE WRH i • un+. cov� z• cu:. rn. � I I �_ 20' ri---- � aa•. sa• a so° �or suA� n �, � „ m 7?' TOP•C_L�9 • � � �.�� ���i� �� ' \ I� ���I�� �' ��� �I� n ; ; ,—� � 98' TOP SL1B � °"fOP PUBLIC 0 ° � � WORKS �s a�as o e' c�Rs TTOU FACE WrtH t' NMI. COVER i6 BARS O 7' CENiERS BOfiOY iACE Wfffl ,- urc�. cw�x IYPIGLL ORIEMA710N coa ,u:c�ss um s�vs t ' ►uw. t� �C ��� �� � � „ �, m� u u� � IJ J p � f �T .N ��IN M�o Al1 $TEPS B RUNGS JB CAW. DEFOR►�D RE811R OR COPOLYYER PROPYLEt�. �� 12' YIN. � � ��Z ���� a J u� u ELEVA710N � PLAN GTCH�BASIN� EP S' 24' S' �-� i-i r ~r JL' c�cE (� R� ) GRADE RING �TE 4 NOTES: t. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE ACCEP7ABLE, PROVIDED THAT THEY CONFORM TO SEC. R, ASTLI C478, AASHTO M-199 ANO IAEEf ALL WISHA REQUIREMENTS. 2. CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADUIL AT THE OPTION OF iHE M/WUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIA�ILAR. PENEfRATION OF OUTER WALI BY A LEG IS PROHIBITED. 3. HANDHOLDS PdJD STEPS SHALL HAVE bROP" RUNGS !S SHOWN ON DZAII OR PROTUBERANCES 70 PREVENT SIDEWAYS SLIP. 4. SLAB OPENING MAY 8E 24' X 20' OR 24" DIAM. 5. AS AN ACCEPTABLE ALTERNATNE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 S�UARE INCHES PER FOOT AAAY BE USED. WEIDED WIRE FABRIC SFIALL COGPLY TO ASTM A497. 6. LADDERS OR STEPS SHALL EXTEND TO WfTHIN 16° OF BOTfOM OF CATCH BASIN. 7. HANGING LADDERS SHALL 8E PERAIANENTLY FASTENED AT TOP BY HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCREfE. EACH SHALL BE EMBEDDED AT BOTfOM IN BASE. 8. ADDITIONAI SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP OR UNUSUAL STRUCTURES. R�3/4' ,n i� B•�' �_. /8 ��. 6EFORIAED REBAR � � 7 G4LV. SiEEL � _1 1.11 3��� -:�a .:::,, . ��� MISC. TYPE 2 CATCH BASIN DETAILS DWG. NO. 4-4 � � � � � � � �■ � r � � � � � �■ � � � � � � � � � � � � � � � � � � � � � � TOP OF SKID DE P �� � m -I---, �iJL � m � zi�J L ` � _IIJB' N SECTION A-A REl/ MAR 2011 REV MAR 2011 t� �t���� TE 4. DRN.LED IJF�ING HOLE 3 1 7/76" 71 1 76' FROM CI I 1 5/18' \ _. � I � �� � , � r. i�7 � � IZ � i� i i 1► � a a r_� t 2 SQ. 1/4" SQ.I r'j /'VW��\ �n COVER SKID DESIGN DEfAIL v n NOTES: 1. USE WITH THREE LOCKING BOL7S 5/8°-11 NC STAINLESS TYPE 304 STEEL SOCKEf HEAD (ALLEN HEAD� CAP SCREWS 2" LONG. DRILI HOLES SPACED 120' AT 11 1/16 RADIUS. 2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06 3. DRILL THREE 1 INCH HOLES SPACED AT 120' AND 9 1/2" RADIUS. 4. THE WORDS "CIN OF FEDERAL WAY" SHALL BE OMITfED IF COVER IS ON A PRIVATE SYSTEM. �������� woRKS ROUND LOCKING COVER DWG. NO. 4-12 P �' : ►I 2834' 251 4' 24' � � m � � � � I 5/8J � 28 3/4' I I SECTION A-A °^f°P PUBLIC ° o ° � M/l% woRKs _� % % n//////////// . ��i.u�. — � �%%.1lG ■ � :� ��.\ �3' � n NOTES: 1. MATERIAL IS CAST IRON ASTM A48 CLASS 30. 2. DRILL AND TAP THREE 5/8"-11 NC HOLES THROUGH FRAME AT 120' AND 11 1/16" RADIUS. FRAME FOR ROUND LOCKING COVER DWG. NO. 4-13 � � i � � � � � � � � � � � � � � � � � �■ � � � � �w � �■r � r � � � � � � � � FRONT �� o '.�` �. A0.1USfABLE LOCK FIOOK WRH LOCK SCREW. �1' ROD OR TUBING. VMII�BLE LENGiH. LIFT HAN�LE � �o� u � uFr wwo� srwu ee ATfACMED PER WINUFACTURER'S RECO►W ENQAl10NS. NOTES: i. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM 8-26—ZG-32a OR CAST IRON ASTM A48 CLASS 308 AS REQUIRED. 2. GATE SHALL BE 8' DIAM. UNLESS OTHERWISE SPECIFlED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFlED BY MFR. WITH HANDLE EXTENDING TO WRHIN ONE F00T OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIM17E0 HINGE MOVEMENf, STOP TAB, OR SOME OTHER DEVICE 6. NEOPRENE RUBBER GASKET REQUIRED BEIWEEN RISER MOUNTING fIANGE AND GATE FLANGE. 7. AAATING SURFACES OF UD AND BODY TO BE MACHINED FOR PROPER FlT. 8. FLIWGE MOUNTING BOLTS SHALL BE 3/8' DWAI. ST/UNIESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIOED THEY MEEf THE AAATERIAL SPECIFlCATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. � MAXIMUAi OPENING Of GATE °"/OP PUBLIC DWG. NO. °° �� woRKS FROP-T SHEAR GATE 4-15 METER BOXE SEE NOTE 4 WASHED DRAIN ROCK PLAN 6" MIN. CLEAR FROM WALL TO NEAREST POINT ON DEVICE. (TYP. 4 SIDES) FINISH GRD SECTION NOTES: 1 ALL DOUBLE CHECK VALVE ASSEMBLLIES (DCVA) SHALL INCLUDE RESILIENT SEATEO SHUTOFF VALVES ANO TEST COCKS, AND BE APPROVED CROSS CONNECTION CONTROL DEVICES PER D.O.H. APPROVED LtST. OUTLETS TO TEST COCKS SHALL BE PLUGGED. 2 THE DCVA SHALI BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. 3 WYE PATTERN DCVA SHALL BE INSTALLED ON ITS SIDE, WfTH TEST COCKS POINTING UP. 4 PROVIDE 2 STACKED METER BOXES (OR OVERSI2ED BOX) MEETING CLEARANCE RE4UIREMENTS, WITH REMOVABLE COVER. 5 WATER QUALITf SECTION OF DISTR�CT SHALL TEST AND CERTIFY THE OCVA PRIOR TO ESTABLISHMENT OF SERVICE AND ITS USE. m ' MAX. CLEAR FROM � TO HIGHEST )INT ON DEVICE. ?'� MIN CLEAR FROM 2AVEL TO LOWEST )INT ON DEVICE. , �.�„��� � �� � �UPPORT FOR 2" DCVA ONLY ��� /�� � � �� � � � � � r � � i �� � � � ! � � � � � � � �� � „� r�x� ess ��us ed;ao� Notes for Figure 6H•13—Typical AppBcation 13 Temporary Road Closure Suppor[: 1. Conditions reprcacnted are a planned dosurc not exceeding 20 minutes during the daytimr.. St�ndard: 2. A flagger or uniformed law entorcemea[ ofRcer sball be used for [6is applicalion. TAe 9ag&er, if used Por this application, shali folbw the proc�edures provided in Satans 6E.07 and 6E.08. Cuidance.• 3. The unifornied !uw enfon.•rment ojfi'cri iJaseJJur thLs upplicutioa, sl�auld fulk�w 1hr prurrdu�e.a provided i�i Ser�inu 6E.O7 aiid 6E.08. Op�ion: 4. A BB PREPARED TO SI'OP sign may be added to [he sign series. Guidmecr: 5. Wl+rn usrd. Ihe BE PREPARED TO STOP si,rn slmulA hr lxaru! brfara rbr Pluggrr srrrthn( srgn. >r. ,.u,.� 20UY Eduion Figure 6H-13. Temporary Road Closure (fA-13) � � � (��� ���—i--� � �" T ( e , � I � R � Bufter �� � �' G ��o�'.�,�tr�'� �C� ��;� !% ,a..�,.._ a iA..,";., .� . Y '� � �-' �:� Typical Applicatioi Note: See 7aGes 6N•2 and 6H-3 br tlw maaning a( the symbols anNor lener codes used M U�is figure. ��� � d �'��,� � �� ��-� � :,f � � � �,, ,� . �`�� �� ���4_::::;;; �.. Pege 659 w � ,�v�. � c �: �� a*� � Pngc 660 ?OtW fidilion Notes tor F3gure 6H-14—Typical Applicadon 14 Haul Road Crossing GuiJunc r: l F(oodlights shnulJ hr i�xed �n i[[umiiwta hua! ruad crn.a.aings wherr rsiating hght is i�mOryuuie. 7. lYhrir no-passixg linnx urc nui al�eudy in placc. lhry .c6uuld br uJdrd. . S[andard: � 3. Thc trufflc control mclhud selecled shall be used in bolh direclions. � FlagvinP Method 4. WAcn a road used eaclusively as a haui road ls aot in use, lhe 6ani road shall 6e closed with T}•pe 3 Bxrricades and U�e Flagger symbul si�;ns cuvered. � S. T6e 8agger shall follow the procedares provided in Sceliunx 6E.07 and 6E.08. 6. Al aight, flagger shl'wns shall be illumioetal, except in emergencies. Cinnali� 7. W6en a e�d used exclusi�xly as a 6aul rwd u not in use, tke huul road ahal! be elosed with Type � 3 Barrieades. T6e signak s6a11 either 9ash yellow on the maia roud or be covered a�d thc Sigual Ahead and S1'OP IIERE ON RED siKns shall be covered or hiddm froai view. 8. T6e temporary tnffic contrat signals �all control botA the hishway and Ihe hae! rood and shalt meet Ihe pAysial display snd opentional requiremenls of eodveotional tnP6c copteol signals as desaihed in Pul �. TnFfie eoptrol aigoal timing aiwll be eslablisbed by aethorised ofikials. 9. Stop lines shaU be used on existing bighway with temponry traPRc eontro� sign•rls. l0. Exisling coa8icling pavements markings between We atop lines shall be removed. AtYer the temponry haffic control sigoal is mnwved, the slup Knrs and ulher lemporary pavemeal markings shali be removed and lhe perm•raenl pavemenl markings restored. � _If119 Ed��wn P�Fc G61 Figure 6H-14. Haui Road Crossing (TA-14) Haui Road see Nwe 7� w -�� .�.. see nio� � �.�l. ! ::: M Tem a "� �o s�TaP P � ���� RED f�l2rk�ng � � fopwnaq � y ` � i � f— � B (Wtional) : � ,� � �� ..... .. R,';,; A • USINQTENVOfiARYTRAPFlC CONTROI SIGNAL9 n<:.� Haul Road sae no�e a Sea Nole a . t 3C ft Tbmporary � mar�ung i iop6onali - � Note: See TaWes 6H•2 and 6H3 �� j iw a�e meartin9 of the �� symbak anNOr letter . cotles usad in tliis figute. 8 DO ,�, y � NOi `r�j l i i PA55 .,s�'`��,�y� �1` r ~----c-' �l'��G L,�e���''��,ce� rt d # � � 1� t��� �G Z 8 • USING FWGGER5 '�----�-�" � � Typical Application 14 _�,.���: � � � � ■� � � � � r � � �r � � � ■� � � ■� � � � � � � � � � � � � � � � � � � � _ __ _ __ _ ___ __._ _ _ _ _ _ _ _ _ _ _ _ _ _-- -- _ __ __ - - - ---__ _ _ __ _ _ _ _ _ NOTES: . 1. SIGN TO BE CONSTRUCTED OF 3/4" MARINE GRADE PLYWOOD �. i 2. SIGN TO BE SEALED ON ALL SIDES WITH MARINE GRADE ENAMEL (WHITE). ', 3. PROVIDE 4"x 4" POSTS, PRESSURE TREATED. SITE CONDITIONS MAY REQUIRE ' DIFFERENT POST LENGTHS TO KEEP SIGN A PROPER DISTANCE ABOVE PREVAILING GRADE TO PERMIT PUBUC VIEWING. 2" LOGO PROVIDED BY THE CITY ��. FEDERAL WAY DARK BLUE— '��. WHiTE TEXT ON SOUD FEDERAL WAY IIGHT BLUE— i ; z.s��_ : , ,� ,�.. ,,- � �� 1.� t�' ���� ��. _��.� WAY DARK BLUE) CI ������� 7�_I���� � rr oF �„ ' ^ Federal Way PUBLIC WORKS DEPARTMENT� �75�" �835 — 2700 eu+cK S. 356TH ST. R GI AL STORM � FACILITY RETROFIT YOUR CITY AT WORK �OR = FUNDED BY: WASHINGTON STATE DEPT. OF ECOLOGY - SURFACE WATER UTILITY FUND eu,cK� - EST. COMPLETION DATE: xxxxxxxxxxx, 2013.�\� OWNER: CITY OF FEDERAL WAY= — www. �yoffederalway.com ev+cK CONTRACTOR: XYZ CONTRACTORS ���' i � �-2,. DEPARTMENT OF ECOLOGY State of Washington WAT_�F� YOU —6". lOGO PROVIDED BY THE CITY �,_6., 2�-6° 2 �� 1� �" ,, K:\swe�rroi.ns\"e — w.x �.eo.\�a•amm.d\s aseu, aov [,�w�a�on\w.nm�owy oesa�\oaeaa,\P,o�.�is�y�.e..y ' ' APPENDIX B PREVAILING WAGE AND BENEPIT CODE KEY City of Federal Way S. 356�h St. Regional Stormwater Facility Retrofit Construction Project RFB ver. 1-08 RFB # 13-106 2013 Page 1 of 18 State of Washington Department of Labor & Industries Prevailing Wage Section - Tetephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevaifing Wage The PREVAILING WAGES tisted here inctude both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. King King King King King King King King King King King King King King King King King King Kin� Journey Level Prevailing Wage Rates for the Effective Date` 4/12/2013 nty Trade Job Classification Wa�e Holiday Overt� Asbestos Abatement Workers Journey Level $40.83 5D 1H Boilermakers Journey Level $62.34 5N 1C Brick Mason Brick And Block Finisher $42.21 SA 1M Brick Mason Journey Level $49.07 5A 1M Brick 1vSason Pointer-Caulker-Cleaner $49.07 5A 1M Buildin Service Em lo ees Janitor $19.98 55 2F BuitdinQ Service Employees Traveling Waxer/shampooer $20.39 5S 2F Buildin� Service Emplovees Window Cleaner (Scaffold) $24.52 55 2F Buitdina Service Emptoyees Window Cleaner(non-scaffold) $23.66 5S 2F Cabinet Makers (In Shop) Journey Level $22.74 1 Carpenters Acoustical Worker $49.57 5D 1M Carpenters Bridge, Dock And Wharf $49.57 5D 1M Carpenters Carpenters Carpenter $49.57 5D 1M Carpenters CarpenLers Carpenters Carpenters Cement Masons Divers £� Tenders Divers Et Tenders Divers � Tenders Divers �t Tenders Carpenters on Stationary Tools $49.70 5D 1M ICreosoted Material $49.67 5D 1M Floor Finisher $49.57 5D 1M Ftoor Layer $49.57 5D 1M Scaffold Erector $49.57 5D 1M Journey Level $50.13 7A 1M Diver $100.28 5D •1M Diver On Standby $56.68 5D 1M Diver Tender $52.23 5D 1M Surtace Rcv 8 Rov Operator $52.23 5D 1M Surface Rcv tt Rov Operator $48.67 5A 1 B Tender Assistant Engineer $51.07 5D 3G Assistant Mate(deckhand) $50.56 5D 3G me Note 8A https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/12/2013 King King King ' Kin� King King Kin� ' King King King Kin� Kin� King King King King Kin� King King King King King King King King King King King King King King King Dred�e Workers Dred�e Workers Dredge Workers DredQe Workers Ured�e WorKers Drvwal! A�plicator Drywatl Tapers Etectricat Fixture Maint Workers Etectricians - Inside Etettricians - Inside Electricians - Inside Eiectricians - Inside Etectricians - lnside Etectricians - Inside Etectricians - Inside Etectricians - Motor Sho Etectricians - Motor Sho Fiartririanc _ Pnwarlina Electricians - Powerline Construction Electricians - Pawerline Construttion Etectricians - Powerline Construction Electricians - Powerline Construciion Etettricians - Powertine Construction Etectricians - Powerline Construction Etectricians - Powerline Construction Eiectricians - Powerline Construction Etectricians - Powerline Construction Products Boatmen $51.07 SD Engineer Welder $51.12 5D Leverman, Hydraulic $52.69 5D Maintenance $50.81 5D Mates $51.07 5D Oiter $50.69 5D 'Journey Level $49.74 SD Journey Level $49.79 5P Journey Level $25.34 5L Cable Splicer $64.24 7C Cable Splicer (tunnel) $69.07 7C Certified Welder $62.04 7C Certified Welder (tunnel) $66.65 7C Construction Stock Person $34.19 7C Journey Level $59.85 7C Journey Level (tunnel) $64.24 7C Craftsman $15.37 Journey Level $14.69 Cable Splicer $64.95 5A Certified Line Welder $59.37 5A Groundperson $42.16 5A Head Groundperson $44.50 5A Heavy Line Equipment $59.37 5A Operator Jackhammer Operator $44.50 5A Journey Levet Lineperson $59.37 5A Line Equipment Operator $49.95 5A Pole Sprayer � $59.37 5A Powderperson $44.50 SA Journey Level $31.00 Mechanic $77.70 7D Mechanic In Charge $84.24 7D All Classifications - In-Factory $14.60 56 Work Only Fence Erector 515.18 Journey Level $34.61 7A Journev Level $52.76 7L Page 2 of 18 3G 3G 3G 3G 3G 1H 1E 2W 2W 2W 2W 2W 2W 2W 1 1 4A 4A 4A 4A 4A 4A 4A 4A 4A 4A 1 4A 4A 2K 1Y https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/12/2013 King Heat & Frost fnsulators Anci. Journeyman Asbestos Workers King Hea[in�, Equipment Mech��iics Journey Level King Hod Carriers � Mason 7enders J,ourney Level ' King Industrial Paw� Vacuum Journey Levet Cteai�er King Inland Boatmen Boat Operator King Inland Boatmen Cook King li�land Baatmen Deckhand King Inland Boatmen Deckhand Engineer Kin� Iniand Boatmen Launch Operator King Intand Boatmen Mate King Inspection/Cleanii7�/Sea(ing Of Cleaner Operator, Foamer Sewer � Water 5vstems By Operator Remote Conirol King Inspection/Cleanin�/Seatin� Of Grout Truck Operator King Ilnspection/CleaningJ5eating Of IHead Operator Sewer & Water Svstems Bv King Inspection/Cteanin�,/Seating Of Technician Sewer Et Water System� By Remote Control King Inspection/Cleanin�/Sealin� Of Tv Truck Operator Sewer & Water Svstems By Remflte Control $56.93 5J $68.52 7F $42.11 7A $9.24 $52.32 56 $48.89 56 $48.96 5B $49.95 5B $51.16 5B $51.16 56 $31.49 Page 3 of 18 15 1 1_K 1K 1K 1K 1K 1K 1 $11.48 1 $24.91 1 $19.33 1 $20.45 1 King Insulatioii Appiicators Journey Level $49.57 SD King Ironworkers Journeyman $59.02 7N King Laborers Air, Gas Or Electric Vibrating $40.83 7A Screed King Laborers Airtrac Drill Operator $42.11 7A Kin� Labor�ers Ballast Regular Machine $40.83 7A King Laborers Batch Wei�hman $34.61 7A King Laborers Brick Pavers $40.83 7A King Laborers Brush Cutter $40.83 7A King Laborers ' Brush Hog Feeder $40.83 7A King Laborers Burner $40.83 7A Kin� Laborers Caisson Worker $42.11 7A King Laborers CarpenterTender $40.83 7A King Laborers Caulker $40.83 7A Kin� Laborers Cement Dumper-paving $41.59 7A King �aborers Cement Finisher Tender $40.83 7A King Laborers Change House Or Dry Shack $40.83 7A Kin� Laborers Chipping Gun (under 30 Lbs.) $40.83 7A King Laborers Chipping Gun(30 Lbs. And $41.59 7A Over) 1M 10 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y https://fortress.wa.gov/ini/wagelookup/prvWagelool<up.aspx 4/12/2013 King King King King King King King Kin� Kin� King King King King King King King King Kin� King King King King King King King King King King King Laborers Choker5etter $40.83 7A Laborers Chuck Tender • $40.83 7A Laborers Ctary Power Spreader $41.59 7A Laborers Clean-up Laborer $40.83 7A Laborers Concrete Dumper/chute $41.59 7A Operator La orers Concrete Form Stripper $40.83 7A Laborers Concrete Placement Crew $41.59 7A Laborers Concrete Saw Operator/core $41.59 7A Driller Laborers Crusher Feeder $34.61 7A Laborers Curing Laborer $40.83 7A Laborers Demolition: Wrecking & Moving $40.83 7A (incl. Charred Material) Laborers Ditch Digger $40.83 7A Laborers Diver $42.11 7A l.aborers DrillOperator $41.59 7A (hydraulic,diamond) Laborers Dry Stack Walls $40.83 7A Laborers Dump Person $40.83 7A Laborers Epoxy Technician $40.83 7A Laborers Erosion Control Worker $40.83 7A Laborers Faller 8 Bucker Chain Saw 541.59 7A Laborers Fine Graders $40.83 7A Laborers Fi rewatch $34.61 7A Laborers Form Setter $40.83 7A Laborers Gabian Basket Builders $40.83 7A Laborers General Laborer $40.83 7A Laborers Grade Checker �C Transit $42.11 7A Person �aborers Grinders $40.83 7A Laborers Grout Machine Tender $40.83 7A Laborers Groutmen (pressure)including $41.59 7A Post Tension Beams Laborers Guardrail Erector $40.83 7A Laborers Hazardous Waste Worker (level $42.11 7A A) Laborers Hazardous Waste Worker (level $41.59 7A B) Laborers Hazardous Waste Worker (level $40.83 7A C) Laborers High Scaler $42.11 7A Laborers Jackhammer $41.59 7A Laborers Laserbeam Operator $41.59 7A Laborers Maintenance Person $40.83 7A laborers Manhole Builder-mudman $41.59 7A Page 4 of 18 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y https://fortress.wa.gov/ini/wagelookup/prvWagelookup.aspx 4/12/2013 King King King King King King King King King King King Laborers Laborers Laborers Laborers Labo3�ers Laborers Laborers King �Laborers King King King Kin� King King Kin� King King King King King King King King King King King King King King KinQ Laborers Labnrers Laborers Laborers Laborers Laborers Laborers Labar�ers Laborers Laborers Laborers Material Yard Person $40.83 7A Motorman-dinky Locomotive 541.59 7A Nozzleman (concrete Pump, $41.59 7A Green Cutter When Using Combination Of High Pressure Air �C Water On Concrete t� Rock, Sandblast, Gunite, Shotcrete, Water Bla Pavement Breaker $41.59 7A Pilot Car $34.61 7A Pipe Layer Lead $42:11 7A Pipe Layer/taitor $41.59 7A Pipe Pot Tender $41.59 7A Pipe Reliner $41.59 7A 'Pipe Wrapper $41.59 7A Pot Tender $40.83 7A Powderman $42.11 7A Powderman's Helper $40.83 7A Power Jacks $41.59 7A Railroad Spike Pulter - Power $41.59 7A Raker - Asphalt $42.11 7A Re-timberman $42.11 7A Remote Equipment Operator $41.59 7A Rigger/signal Person $41.59 7A Rip Rap Person $40.83 7A °r Rivet Buster $41.59 7A Rodder $41.59 7A Scaffold Erector $40.83 7A Scale Person $40.83 7A Sloper (over 20") $41.59 7A SloperSprayer $40.83 7A Spreader(concrete) $41.59 7A Stake Hopper $40.83 7A Stock Piler $40.83 7A Tamper Ft Simitar Electric, Air $41.59 7A Et Gas Operated Tools Tamper (multipte £t Self- $41.59 7A propelled) Timber Person - Sewer (lagger, $41.59 7A Shorer Ft Cribber) Toolroom Person (at Jobsite) $40.83 7A Topper $40.83 7A Track Laborer $40.83 7A Track Liner (power) $41.59 7A Traffic Controt Laborer $37.01 7A Traffic Controt Supervisor $37.01 7A https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx Page S of 18 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 8R 2Y 8R 4/12/2013 King King King King King King King King ' King King King Kin�, King King King King King King King King King King King King King King King King Kin� �aborers Truck Spotter L�borers Tugger Operator Laborers Tunnel Work-Compressed Air Worker 0-30 psi Labarers Tunnel Work-Compressed Air Worker 30.01-44.00 psi Laborers Tunnel Work-Compressed Air Worker 44.01-54.00 psi Laborers Tunnel Work-Compressed Air Worker 54.01-60.00 psi Laborers Tunnel Work-Compressed Air Worker 60.01-64.00 psi Laborers Tunnel Work-Compressed Air Worker 64.01-68.00 psi Laborers Tunnel Work-Compressed Air Worker 68.01-70.00 psi Laborers Tunnet Work-Compressed Air Worker 70.01-72.00 psi Laborers Tunnel Work-Compressed Air Worker 72.01-74.00 psi Laborers Tunnel Work-Guage and Lock Tender Laborers Tunnel Work-Miner Laborers Vibrator Laborers Vinyl Seamer Laborers Watchman Labarers Welder Laborers Wetl Point Laborer Laborers Window Washer/cleaner Laborers - UnderQround Sewer General Laborer f� Topman Et Water Labarers - Under�round Sewer Pipe Layer & Water Landscape Construction Irrigation Or Lawn Sprinkler Instatters Landscape Constructian Landscape Equipment Operators Or Truck Drivers Landscape Construction Landscaping or Planting Laborers Lathers Journey Level Marble Setters Journey Level Metai Fabrication tin Shog,j Fitter Metai Fabrication (In Shopl Laborer Metat Fabricatian (In Shop} Machine Operator Metat Fabrication (In Shop) Painter Metat Fabrication (In Shop) Welder Mi(lwri�ht Journey Level Modutar Buildinfls Cabinet Assembly https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx $40.83 7A $41.59 7A $55.89 7A $60.92 7A $64.60 7A $70.30 7A $72.42 7A $77.52 7A $79.42 7A $81.42 7A S83.42 7A $42.21 7A $42.21 7A $41.59 7A $40.83 7A $31.46 7A $41.59 7A $41.59 7A $31.46 7A $40.83 7A $41.59 7A $13.56 $28.17 517.87 $49.74 5D $49.07 5A $15.86 $9.78 $13.04 $11.10 $15.48 $50.67 5D $11.56 Page 6 of 18 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 1H 1H 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 1 1 1 1H iM 1 1 1 1 1M 1 � � :� � � � � � � � 4/12/2013 King King King King King King Kin� King King King King King King Kin� King King King King King King King King King King Kin� King King King King Kin� Modutar Buitdines Etectrician $11.56 Modular Buitdin�s Equipment Maintenance $11.56 Modular Buildinas Plumber $11.56 Modular Buitdin�s Production Worker $9.40 Modutar Buitdinas Tool Maintenance $11.56 Madutar Bui{din�s Utility Person $11.56 Modular BUildin�s Welder $11.56 Painters Journey Level $36.53 6Z Pale Driver Journey Level $49.82 5D Piasterers Journey Level $48.23 7�C Pla round 8 Park E ui menfi Journey Level $9.19 Instatlers Ptumbers & Pipefitters Journey Level $71.69 6Z Power Equipment Operators Asphalt Plant Operators $51.89 7A Power Equipment Operators Assistant Engineer $48.62 7A Power Equi�ment Operators Barrier Machine (zipper) $51.40 7A Power Equioment Operators Batch Plant Operator, $51.40 7A Concrete Power Equi�ment .Operators Bobcat $48.62 7A Power Eq,uipri-�ent �eratars Brokk - Remote Demolition $48.62 7A Equipment Pawer Equipment 0 erp ators Brooms $48.62 7A Power Equipment Operators Bump Cutter $51.40 7A Power Equipment O�erators Cableways $51.89 7A Power Equipment Operators Chipper $51.40 7A Power Equipment Operators Compressor $48.62 7A Power Equipment Operators Concrete Pump: Truck Mount $51.89 7A With Boom Attachment Over 42 M Power Eauipment Operators Concrete Finish Machine -taser $48.62 7A Screed Power Epuipment O�erators Concrete Pump - Mounted Or $50.98 7A Trailer High Pressure Line Pump, Pump High Pressure: Power Equipment Operatars Concrete Pump: Truck Mount $51.40 7A With Boom Attachment Up To 42m Power Equi�4nent Operators Conveyors $50.98 7A Power Equipment Operators Cranes: 20 Tons Through 44 $51.40 7A ' Tons With Attachments Power Equi�ment Operators � Cranes: 20 Tons Through 44 $51.40 7A Tons With Attachments ' Overhead, Bridge Type Crane: 20 Tons Through 44 Tons Power Equipment Ooerators Cranes: 100 Tons Through 199 $52.44 7A Tons, Or 150' Of Boom (including Jib With Power Equipment Operators Cranes: 100 Tons Through 199 $52.44 7A https://fortress.�va.gov/lni/wagelookup/prvWagelookup.aspY Page 7 of 18 1 1 1 1 1 1 26 1M 1R 1 1G 3C 3C 8P 8P 3C 8P 3C 8P ' 3C 8P ' 3C 8P �: 3C 8P 3C 8P 3C 8P ' 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 3C 3C 8P 8P 8P 3C 8P 3C 8P 4/12/2013 , ' King King �Power Equipment O�erators King ' King Kin� King King King King King King King King Kin� King King Kin� King King King King Power Equipment (7perators Power Equipment Operators Power Equipment O.�erators Power Equipment Operators Power Equipment Operators Power Equipment O�erators Power E uq�i. ment O,�erators Pow2r Eauioment Oaerators Power Equipment Operators Pnwer Equipment Operators Power Eauiomenk Operators r r rs Tons, or 150' of boom (including jib with attachments); Overhead, bridge type, 100 tons and over; Tower crane up to 175' in height, base to boom. Cranes: 200 Tons To 300 Tons, $53.01 7A Or 250' Of Boom (including Jib With Attachments) Cranes: 45 Tons Through 99 $51.89 7A Tons, Under 150' Of Boom (including Jib With Attachments) Cranes: A-frame - 10 Tons And $48.62 7A Under Cranes: Friction 100 Tons $53.01 7A Through 199 Tons Cranes: Friction Over 200 Tons $53.57 7A Cranes: Over 300 Tons Or 300' $53.57 7A Of Boom (including Jib With Attachments) Cranes: Through 19 Tons With $50.98 7A Attachments A-frame Over 10 Tons Crusher $51.40 7A Deck Engineer/deck Winches $51.40 7A (power) Derricks, On Building Work $51.89 7A Dozer Quad 9, HD 41, D10 and $51.89 7A Over Dozers D-9 Ft Under $50.98 7A Drill Oilers: Auger Type, Truck 550.98 7A Or Crane Mount Drilling Machine $51.40 7A Elevator And Man-lift: $48.62 7A Permanent And Shaft Type Finishing Machine, Bidwelt And $51.40 7A Gamaco � Similar Equipment Forklift: 3000 Lbs And Over $50.98 7A With Attachments Forklifts: Under 3000 Lbs. With $48.62 7A Attachments Grade Engineer: Using Blue $51.40 7A Prints, Cut Sheets, Etc Gradechecker/stakeman $48.62 7A Guardrail Punch $51.40 7A Guardrail Punch/Auger $51.40 7A Hard Tail End Dump S51.89 7A Articulating Off- Road Equipment 45 Yards. 8 Over https://fortress.wa.gov/ini/wagelookup/prvWagelookup.aspx Page 8 of 18 3C 8P 3C 8P ' 3C 3C 3C � 3C 3C � � 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P 8P 8P � 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 4/12/2013 King �Power Egui�ment Operators King King King King King King Kin� King King King King King Kin� Kin� King King ioment Oeerators power Equipment Operators Power Equipment Operators Power Equipment Operatars Power Power E uc�i ment Operators Power Equipment Operators Power EquiRment Operators King �Power Equipment Operators King King King ' King King King King King King King King Power Eauipment Ooerators Power Eq,uioment Operators Power Equipment Operators Power Equipment Operators Power Equipment Operators Power Equipment Operators Hard Tait End Dump $51.40 7A Articulating Off-road Equipment Under 45 Yards Horizontal/directional Drill $50.98 7A Locator Horizontal/directional Dritl $51.40 7A Operator Hydralifts/boom Trucks Over $50.98 7A 10 Tons Hydralifts/boom Trucks, 10 $48.62 7A Tons And Under Loader, Overhead 8 Yards. £t $52.44 7A Over Loader, Overhead, 6 Yards. But $51.89 7A Not Including 8 Yards �' Loaders, Overhead Under 6 $51.40 7A Yards Loaders, Plant Feed $51.40 7A Loaders: Elevating Type Belt $50.98 7A Locomotives, All $51.40 7A Material Transfer Device $51.40 7A Mechanics, All (teadmen - $52.44 7A S0.50 Per Hour Over Mechanic) Mixers: Asphalt Plant $51.40 7A Motor Patrol Grader - Non- $50.98 7A finishing Motor Patrol Graders, Finishing $51.89 7A Mucking Machine, Mole, Tunnel $51.89 7A Drill, Boring, Road Header And/or Shield Oil Distributors, Blower $48.62 7A Distribution tx Mulch Seeding Operator Outside Hoists (elevators And 550.98 7A Manlifts), Air Tuggers,strato Overhead, Bridge Type Crane: $51.40 7A 20 Tons Through 44 Tons Overhead, Bridge Type: 100 $52.44 7A Tons And Over Overhead, Bridge Type: 45 $51.89 7A Tons Through 99 Tons Pavement Breaker $48.62 7A Pile Driver (other Than Crane $51.40 7A Mount) Plant Oiler - Asphalt, Crusher $50.98 7A Posthole Digger, Mechanical $48.62 7A Power Plant $48.62 7A Pumps - Water $48.62 7A Quad 9, Hd 41, D10 And Over $51.89 7A Page 9 of 18 3C � 8P 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P 8P 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P https://fortress.wa.gov/]ni/wagelookup/prvWagelookup.aspY 4/12/2013 , King Power Equipment Operators Quick Tower - No Cab, Under $48.62 7A 100 Feet In Height Based To Boom King Power Equiprrzent Operators Remote Control Operator On $51.89 7A Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $48.62 7A King Power Equipment Operators Rollagon $51.89 7A King Power Equipment Operators Roller, Other Than Plant Mix $48.62 7A King Power EguiRment Operators Roller, Plant Mix Or Multi-lift $50.98 7A Materiats King Power Equipment Operators Roto-mill, Roto-grinder $51.40 7A King Power Equipment Operators Saws - Concrete $50.98 7A King Power Equipment Operators Scraper, Self Propelled Under $51.40 7A 45 Yards King Power Equipment Operators Scrapers - Concrete £t Carry Alt $50.98 7A Kin� Power Eg_uiprne�t Operators Scrapers, Self-propelled: 45 $51.89 7A Yards And Over King Power Eq,uipment O�erators Service Engineers - Equipment 550.98 7A King Power Equipment Qperators Shotcrete/gunite Equipment $48.62 7A King Power Equipment Operators Shovel , Excavator, Backhoe, $50.98 7A Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $51.89 7A Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $51.40 7A Tractors: 15 To 30 Metric Tons Kin� Power Equipment Operators Shovel, Excavator, Backhoes: $52.44 7A Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes $53.01 7A Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $51.89 7A King Power Equipment Op_erators Spreader, Topsider �t $51.89 7A Screedman King Power Equipment Operators Subgrader Trimmer $51.40 7A Kin� Pawer Equipment Operators Tower Bucket Elevators $50.98 7A King Power E.t�ui�ment Operatars Tower Crane Over 175'in $53.01 7A Height, Base To Boom King Power Equipment Operators Tower Crane Up To 175' In $52.44 7A Height Base To Boom King Power Equipment O�erators Transporters, All Track Or $51.89 7A Truck Type King Pawer Equipment Operators Trenching Machines $50.98 7A King Power Equipment Operators Truck Crane Oiler/driver - 100 $51.40 7A Tons And Over King Power Equipment Operators Truck Crane Oiler/driver Under $50.98 7A 100 Tons King Power Equit�ment Operators Truck Mount Portable Conveyor $51.40 7A Page 10 of 18 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P �� or � � 3C 8P 3C 8P 3C 8P 3C 8P � 8P 3C 8P 3C 8P 3C 8P • 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P � 8P $P � 8P https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/l2/2013 King Kin� King Kin� King King King Kin� King King Kin� King King King King King i King King King King King King Kin� power Equipment Operators Welder $51.89 7A Power Eauioment Ooerators Wheel Tractors, Farmall Type $48.62 7A Power i rators Yo Yo Pay Dozer $51.40 7A rators- Asphalt Plant Operators $51.89 7A Water rators- Assistant Engineer $48.62 7A ater rators- Barrier Machine (zipper) $51.40 7A Water Power Equipment Operators- Batch Plant Operator, $51.40 7A Under�raund Sewer � Water Concrete Power Equipment Operators- Bobcat $48.62 7A Underground Sewer & Water Power Equipment Qperators- Brokk - Remote Demolition $48.62 7A Under�round Sewer £t Water Equipment Power Equipment Operators- Brooms $48.62 7A Under�r�ound Sewer & Water Power Equipment Operatars- Bump Cutter $51.40 7A Underground Sewer �t Water Power Equipment Operators- Cabteways $51.89 7A Underground Sewer & Water Power Equipment Operators- Chipper $51.40 7A Under�round Sewer £t Water Power Equipment Operators- Compressor $48.62 7A Under�round Sewe�� & Water Power Eauioment Operators- Concrete Pump: Truck Mount $51.89 7A Underground Sewer £t Water With Boom Attachment Over 42 M Power Equipment Operators- Concrete Finish Machine -taser $48.62 7A Underground Sewer � Water Screed Power Equipment Operators- Concrete Pump - Mounted Or $50.98 7A Underoround Sewer �t Water Trailer High Pressure Line Pump, Pump High Pressure. Power Equipment Operators- Concrete Pump: Truck Mount $51.40 7A Under�r�ound Sewer � Water With Boom Attachment Up To 42m Power Equipment Operators- Conveyors $50.98 7A Underground Sewer & Water Powpr Equi�ment Operators- Cranes: 20 Tons Through 44 $51.40 7A Underground Sewer F� Water Tons With Attachments Power Equipment O�erators- Cranes: 20 Tons Through 44 $51.40 7A 1Jnder�round Sewer & Water Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons Power EQUipment Operators- Cranes: 100 Tons Through 199 $52.44 7A Under�round Sewer � Water Tons, Or 150' Of Boom (including Jib With Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $53.01 7A Undergro�md Sewer & Water Or 250' Of Boom (including Jib With Attachments) https://fortress.wa.gov/ln i/wagelookup/prvW agelookup.aspx Page 11 of 18 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P SP 8P 8P 8P 8P 8P 8P 8P 8P 8P 3C 8P 3C 8P 3C 8P 3C 3C 3C 8P 8P 8P 3C � 8P 3C 8P 4/ 12/20l 3 King Power Equinment Operators- Cranes: 45 Tons Through 99 $51.89 7A Under�round Sewer ft Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment O�eratars- Cranes: A-frame - 10 Tons And $48.62 7A Under�round Sewer £t Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $53.01 7A Under�round Sewer & Water Through 199 Tons King Power Equipment Qoerators- Cranes: Friction Over 200 Tons $53.57 7A Under�raund.5ewer 8 Water King Power Equi�ment Operators- Cranes: Over 300 Tons Or 300' $53.57 7A Under�round Sewer £t Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $50.98 7A Under�round Sewer �C Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $51.40 7A Undergraund Sew.er & Water King Power Eq,u�ment Operators- Deck Engineer/deck Winches $51.40 7A Underground Sewer Ft Water (power) King Power Equipment Operators- Derricks, On Building Work $51.89 7A UnderQround Sewe.r �t Water King Power E ui ment 0 erators- Dozer Quad 9, HD 41, D10 and $51.89 7A Under round Sewer �t Water Over King Power Equipment Operators- Dozers D-9 fc Under $50.98 7A Underground Sewer £t Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $50.98 7A Under�round Sewer & Water Or Crane Mount King Power Equipment Operators- Drilling Machine $51.40 7A Under�round Sewer � Water King Power Equipment Operators- Elevator And Man-lift: $48.62 7A Under�raund Sewer �x Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $51.40 7A Under�round Sewer �t Water Gamaco 8 Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $50.98 7A Underground-Sewer &r Water With Attachments King Power Equipmen� Operatars- Forklifts: Under 3000 Lbs. With $48.62 7A Under�round Sewer £� Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $51.40 7A Underernund Sewer iz Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $48.62 7A Under�round Sewer �t Water King Power Equipment Operators- Guardrail Punch $51.40 7A !lnder�round Sewer & Water King Power Equiprnent O�erators- Guardrail Punch/Auger $51.40 7A Under�round Sewer Ft Water Kin� Power Equipment Operators- Hard Tail End Dump $51.89 7A Under�round Sewer �t Water Articulating Off- Road Equipment 45 Yards. 8 Over King Power Equipment Operaiors- Hard Tail End Dump $51.40 7A Under�rounci Sewer £s Water Articulating Off-road Page 12 of 18 3C � 8P 3C 3C 3C 3C 3C 3C 8P $P � 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P SP 8P 8P https://fortress.wa.gov/ln i/wagelookup/prvWagelookup.aspx 4/ 12/2013 Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $50.98 7A UnderQround 5ewer & Water Locator King Power Equipment Operators- Horizontal/directional Dritt $51.40 7A Under�round Sewer �. Water Operator Kin� Power Equipment Operators- Hydralifts/boom Trucks Over $50.98 7A Under�round Sewer & Water 10 Tons 'King Power Equipment Operators- Hydralifts/boom Trucks, 10 $48.62 7A Underground Sewer �x Water Tons And Under ' King Power Equipment Operators- Loader, Overhead 8 Yards. Ft $52.44 7A Under�round Sewer �t Water Over ' King Power Equipment Operators- Loader, Overhead, 6 Yards. But $51.89 7A Underground 5ewer fc Water Not Including 8 Yards King Power Equipment Oqerators- Loaders, Overhead Under 6 $51.40 7A Underground Sewer £t Water Yards King Power Equipment Operators- Loaders, Plant Feed $51.40 7A UnderQround Se�ver 8 Water King Power E�uipment Operators- Loaders: Elevating Type Belt $50.98 7A Underground Sewer �t Water King Power Equpment Operators- Locomotives, All $51.40 7A Under2round Sewer & VJater King Power Equipment Operators- Materiat Transfer Device $51.40 7A UnderQ�-ound Sewer & Water King Power Equipment O�erators- Mechanics, All (leadmen - $52.44 7A UnderQround Sewer � Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Mixers: Asphalt Plant S51.40 7A UnderQround Sewer & Water Kin� Power Equipment Operators- Motor Patrol Grader - Non- $50.98 7A Under�round Sewer �t Water finishing King Power Equipment Operators- Motor Patrol Graders, Finishing $51.89 7A Under�round Sewer £c Water King Power Eq.ui�ment i�oerators- Mucking Machine, Mole, Tunnel $51.89 7A Underdround Sewer & Water Drilt, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $48.62 7A Underground Sewer � Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $50.98 7A Under�round Sewer fx Water Manlifts), Air Tuggers,strato King Power Eauipment Operators- Overhead, Bridge Type Crane: $51.40 7A UnderQraund Sewer �t Water 20 Tons Through 44 Tons King Power Equioment Operators- Overhead, Bridge Type: 100 $52.44 7A UnderQround Sewer & Water Tons And Over King Power Eauipment Operators- Overhead, Bridge Type: 45 $51.89 7A Under�round Sewer �. Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $48.62 7A Under�round Sewer & Water King Pawer Equi�ment Operators- Pile Driver (other Than Crane $51.40 7A Underground 5ewer £t Water Mount) King Power Equipment O�erators- Plant Oiler - Asphalt, Crusher $50.98 7A Page 13 of l8 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx • 4/12/2013 King Power Epuipment Operators- Posthole Digger, Mechanical Underground Sewer & Water King Power Equiprrtent Operators- Power Ptant Under�round Sewer ft Water King Power Equipment Operators- Pumps - Water Under�round Sewer & Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over Underground Sewer �. Water King Power Epuipment Operators- Quick Tower - No Cab, Under Under�round Sewer & Water 100 Feet In Height Based To Boom King Power Equipment O�serators- Remote Control Operator On Under�round Sewer Et Water Rubber Tired Earth Moving Equipment $48.62 7A $48.62 7A $48.62 7A 551.89 7A $48.62 7A Page 14 of 18 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P $51.89� 7A � 3C � 8P King Power Equipment Operatars- Rigger And Bellman $48.62 7A Underground Sewer �. Water King Pawer Equipment Operators- Rollagon $51.89 7A Undereround Sewer �t Water King Power Equipment Operators- Rolter, Other Than Plant Mix $48.62 7A Undereround Sewer Ft Water King Power Equipment Operators- Rolter, Ptant Mix Or Multi-lift $50.98 7A Under�round Sewer �t Water � Materials King Power Equipment Ooerators- Roto-mill, Roto-grinder $51.40 7A Under�round Sewer & Water King Power Equipment Operators- Saws - Concrete $50.98 7A UndarQround Sewer 8 Water King Power Equipment Operators- Scraper, Self Propelled Under $51.40 7A Under�round Sewer f� Water 45 Yards Kin� Power Equipment Operators- Scrapers - Concrete Ec Carry All $50.98 7A Under�round Sewer 8 Water King Power E�uipment O�erators- Scrapers, Setf-propelled: 45 551.89 7A Under�round Sewer £t Water Yards And Over King Power Equiornent Operators- Service Engineers - Equipment $50.98 7A Under�round Sewer � Water King Power Equioment Operators- Shotcrete/gunite Equipment $48.62 7A Under�round Sewer Fx Water King Rower Equipment Operatars- Shovet , Excavator, Backhoe, $50.98 7A Under�round Sewer �x Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $51.89 7A Under�round Sewer � Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operatars- Shovel, Excavator, Backhoes, $51.40 7A Under,�round Sewer �C Water Tractors: 15 To 30 Metric Tons Kin� Power Eauipment Operators- Shovel, Excavator, Backhoes: $52.44 7A Underaround Sewer Fs Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operatars- Shovel, Excavator, Backhoes: $53.01 7A Undereround Sewer �. Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $51.89 7A https://fortress.wa.gov/ln i/wage lookup/prvW agelookup. aspx 3C 3C 3C 3C 3C 3C � 3C 3C 3C � 3C 3C 8P 8P 8P 8P 8P $P 8P 8P $P 8P 8P $P $P 3C 8P 3C 8P 3C 8P 3C 8P 4/12/2013 King King King ! King King Kin� King King King King King King King King King King King King King King KinQ King King King King King King Power Equipment Operators- Spreader, Topsider ft $51.89 7A llnder�round Sewer & Water Screedman Power Equipment Operators- Sub�rader Trimmer $51.40 7A Under�round Sewer � Water Power Equipment Operators- Tower Bucket Elevators $50.98 7A Underground Sewer £t Water Power� Equipment Operators- Tower Crane Over 175'in $53.01 7A Under�round Sewer £s Water Height, Base To Boom Power Equipment flperators- Tower Crane Up To 175' In 552.44 7A Under�round Sewer �x Water Height Base To Boom Power Equipment Operators- Transporters, All Track Or $51.89 7A Underaround Sewer �t Water Truck Type Power Equipment Operators- Trenching Machines $50.98 7A Under�round 5ewer & Water Pnwer Equipment Operators- Truck Crane Oiler/driver - 100 $51.40 7A Underaround Se�ver �t Water Tons And Over Power Equipment Operators- Truck Crane Oiler/driver Under $50.98 7A Under�.round Sewer 8 Water 100 Tons Power Equipment OR�rators- Truck Mount Portable Conveyor $51.40 7A UnderQround Sewe�� �. Water Power Equi .�ment Operators- Welder $51.89 7A UnderQround Sewer & Water Power Equipment O�rerators- Wheel Tractors, Farmall Type $48.62 7A Under�round Sewer £t Water Power Equioment Operatars- Yo Yo Pay Dozer $51.40 7A Under�round 5ewer � Water Power Line Ctearance Tree Journey Level In Charge $42.91 5A Trimmers Power Line Ctearance Tree Spray Person $40.73 5A Trimmers Power Line Ctear�ance Tr�ee Tree Equipment Operator $41.29 5A Trimmers Pow�r Line Ctearance Tree Tree Trimmer $38.38 5A Trimmers Power Ltne Cle_arance_Tree Tree Trimmer Groundperson $28.95 5A Refrigeration 8 Air Journey Level Conditionin� Mechanics Residentiat Brick Mason Journey Level Residentiat Carpenters Journey Levet Residentiai Cement Masons Journey Level Residential Drvwatt Appticators Journey Level Residentiat Drvwatt 7apers Journey Level Residentiat Electricians JOURNEY LEVEL Residential Glaziers Journey Level Residentiat Insulation Journey Level Appticators Residentiat Laborers Journey Levet $70.46 6Z $49.07 5A $28.20 $22.64 $38.60 5D $49.79 5P $30.44 $35.10 7L $26.28 $23.03 Page 15 of 18 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 4A 4A 4A 4A 4A 1G 1M 1 1M 1 1H 1 1 8P 8P 8P 8P 8P ' 8P ' 8P 8P 8P 8P 8P 8P 8P https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 4/ 12/2013 King Resrdentiat Marble Setters Journey Level $24.09 Kin� Residential Painters Journey Level $24.46 King Residentiai Plumbers �. Journey Level $34.69 Pipefitters Kin� Residentiat Refrigeration � Air Journey Level $70.46 bZ Conditionin� Mechanics King Residentiat Sheet Metat Journey Level (Field or Shop) $41.30 7F Workers King Residentiat Soft Floor La,Yers Journey Level $41.78 5A ' King Residential Sprinkler Fitters Journey Level $40.81 5C �Fire Protectionj Kin� Residentiat Stone Masons Journey Level $49.07 SA King Residentiat Terrazzo Workers Journey Level $45.43 5A King Residentiai Terrazza/Tile Journey Level $21.46 Finishers Kin� Residentiat Tile Setters Journey Level $25.17 King Roofers Journey Level $43.90 5A King Roofers Using Irritable Bituminous $46.90 5A Materials King Sheet Metat Warkers Journey Level (Field or Shop) $68.52 7F King Shipbuitding 8 Shi.�Repair Boilermaker S39.66 7M King Shipbuitdin� £� 5hip Repair Carpenter $38.24 7Q King Shipbuitdin� �C Ship Repair Electrician $37.82 70 King Shipbuitdin� & Shi�„Reoair Heat Ex Frost Insulator $56.93 5J King Shipbuitdin� & Ship Repair Laborer $36.78 70 King Shipbuitdin� & Shio Reoair Machinist $37.81 70 King Shipbuildin� 8 Ship Repair Operator $40.15 70 King Shipbuitdin��. Ship Repair Painter $37.81 70 King Shipbuildin� & Ship Repair Pipefitter $37.77 70 King Shipbuildine 8 Ship Repair Rigger $37.76 70 King Shipbuitdin� £r. Ship Repair Sandbtaster $36.78 70 King 5hipbuit�lin�& Ship Re a�ir Sheet Metat $37.74 70 King Shipbui[din� �S Ship Re�air Shipfitter $37.76 70 King Shit�buitdin� & Ship Reoair Trucker $37.61 70 King Sh_ipbuiEdinQ �t Ship Repair Warehouse $37.65 70 King Shipbuitdin� � Ship Repair Welder/Burner $37.76 70 King Si�n Makers £t instatters Sign Installer $22.92 � �Etectrical� King SiQn Makers Ft Installers Sign Maker $21.36 tElectrical) King Sien Makers & Instatters tNon- Sign Installer $27.28 Etectricat) King 5i�n Makers �C Instatlers (Nan- Sign Maker $33.25 Electricat) King Soft Floor Layers Journey levet $41.78 5A King Sofar Controts For Windows Journey Level 512.44 Page 16 of 18 1H � 1S 36 36 36 36 � 3B � 3B 36 3B 3B 1 1 1 1 3D https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx • 4/12/2013 � King King Kin� King ' King King `King King King King King King King King King King ° King King King King King King Kin� King Kin� King King Sprinkler Fitters tFire Journey Levet $69.59 5C Protection) Stage Ri�i�n� Mechanics (Non Journey Level $13.23 Structural) Stone Masons Journey Levet $49.07 5A Street And ParkinQ Lot Journey Level $19.09 5weeper Workers Surveyors Assistant Construction Site $50.98 7A Surveyor SurveVors Chainman $50.46 7A Surveyors Construction Site Surveyor $51.89 7A Tetecommunication Journey Levet $22.76 Technicians Tetephone Line Construction - Cable Splicer $35.09 5A Outside Telephoi�e Line Construction - Hole Digger/Ground Person $19.22 5A Outside Telephone Line Construction - Installer (Repairer) $33.63 5A Outside Telephone Line Construction - Speciat Aparatus Installer I $35.09 5A Outside Teteohone line Construction - Special Apparatus Installer II $34.37 5A Outside Telephone Line Construction - Telephone Equipment Operator $35.09 5A Outside (Heavy) Telenhone Line Construction - Telephone Equipment Operator $32.62 5A Outside (Light) Tetephone Line Constructioi� - Tetephone Lineperson $32.62 5A Outside Telephone Line Construction - Tetevision Groundperson $18.65 5A Outside Tetephone Line Canstructian - Television Lineperson/Installer $24.66 5A Outside Tetephone Line Construction - Tetevision System Technician $29.42 5A Outside Tele�hane Line Construction - Television Technician $26.43 5A Outside Telephone Line Construc�ion - Tree Trimmer $32.95 5A Outside Terrazzo Workers Journey Level $45.43 5A Tile Setters Journey Level $21.65 Tile. Marbte �t Terrazzo Finisher $37J6 5A Finishers Traffic Cantrol Stripers Journey Level $41.53 7A Truck Drivers Asphalt Mix Over 16 Yards (W. $47.91 5D WA-Joint Council 28) Truck Drivers Asphalt Mix To 16 Yards (W. $47.07 5D WA-Joint Councit 28) Truck Drivers Dump Truck �. Trailer $47.91 SD Page 17 of 18 1X 1 1M 1 3C 3C 3C 1 26 26 16 1K 3A 3A 3A 8P 8P 8P 8L 8L 8L https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 4/ 12/2013 King Tr-uck Driver.s Dump Truck (W. WA-Joint Council 28) King Truck Drivers Other Trucks (W. WA-Joint Council 28) King Truck Drivers Transit Mixer King Wetl Drilters � Irri�ation Pump Irrigation Pump Installer Instatters King V+/elt Drilters ft Irri�ation Pump Oiler lnstallers King Wel! Drillers &� irri ation Pum Wetl Driller Instalters Page 18 of 18 $47.07 5D 3A $47.91 �D 3A $43.23 1 $17.71 1 $12.97 1 $18.00 1 0 SL 8L https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 4/12/2013 Benefit Code Key — Effective 3-3-2013 thru 8-30-2013 ****�********�*�*******�******�*****�**��**+��*******��+**�*�*�******�*********�**�****�******+***+�***�**�* Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly.rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. ALL HOURS WORKED 1N EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. I� C. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2? hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and the tirst eight (8) hours worked the next day after either workweek shall be paid at one and ane-half times the hourly rate of wage. Ail additional hours worked and all �vorked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of �vage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-ten hour schedule, shall be paid at one and one-half times the houriy rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shail be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday �ver twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. "Che first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (] 0) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-haif times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid al one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ' � �� u ' ' ' ' �I� ' �� ' Benefit Code Key — Effective 3-3-2013 thru 8-30-2013 N. Ail hours worked on Saturdays (except makeup days) shali be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Sahirday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. U. V W All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours �vorked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the houriy rate of wage. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the contro) of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shail be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered [he holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of �:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 work�veek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half time5 the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked S hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours �vorked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All ' hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. CI' 2 � �II �i ��,I Benefit Code Key — Effective 3-3-2013 thru 8-30-2013 ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY Ok FORTY (40) HOURS PER WEEK SHALL BE PA1D AT ONE AND ONE-HALF TIMES TF-IE HOURLY RATE OF WAGE. Q C. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. AII hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours �vorked on holidays shall. be paid at one and one-half times the hourly rate of wage. K. All hours worked on holidays shall be paid at two times the hourly rate ofwage in addition to the holiday pay. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked ' over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly ra[e of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the houriy rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The tirst eight (8) hours worked on the tifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. , ' Y. All hours worked on Saturdays (except for make-up days) shall be paid at one and one-half times the hourly rate of ' wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hou►•ly rate of wage. ALL FIOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PA1D A"I� ONE AND ONE-HALF TIMES TH� HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (l0) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.0�) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. ' C'' C , � � `J �, iJ � ' � � ' ��� Benefit Code Key — Effective 3-3-2013 thru 8-30-2013 B. The first f'our (4) hours atter eight (f3) regular hours Monday through Friday and the first twelve (12) hours on , Saturday shall be paid at one and one-half times the hourly rate of wage. A►I hours worked over hvelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. Work performed in excess of eight (8) hours of straight [ime per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. D. All hours worked between 6:00 pm Monday through 6:00 am Saturday, shall be paid at an over[ime rate of 15% over the hourly rate of wage. All other hours �vorked after 6:00 am on Saturdays, shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours �vorked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. , G. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, , and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 8:00 am Sunday to 8:00 am Monday and Holidays shall be paid at ' double the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the emp(oyee has had a break of eight (8) hours or more. ' 4. , ' �� ' Il ' ' CI� u ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A A. B. C. D. H. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Holidav Codes Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after'Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday at�er Thanksgiving Day, And Christmas Day (8). Fiolidays: Ne�v Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). 5. I. J. K I.. N. P. Q• R. S. T. Z. 6. A. E. G. H. Benefit Code Key — Effective 3-3-2013 thru 8-30-2013 Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day �6)• - Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Presidents' Day, Memoriai Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Paid Holidays: New Year's Day, Memorial Day, tndependence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9)• Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Holidav Codes Continued Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half-Day On Christmas Eve Day. (9 U2). Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And Christmas Eve Day (1 l ). Paid Holidays: Ne�v Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). 5 ' ' 6. T ' ' �I ' , ' , � , Benefit Code Key — Effective 3-3-2013 thru 8-30-2013 Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday At�er Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holidav. Holidav Codes Continued A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And ChrisUnas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the (isted holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falis on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after ' Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. u G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which ialls on a Sunday shall be observed as a holiday on the following Monday. ' H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. ' L CI �� t. Holidays: Netiv Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday wh►ch falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Benefit Code Key — Effective 3-3-2013 thru 8-30-2013 Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. . ' , , ' L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day bef'ore Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday ' on the foliowing Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day. 10). Any holiday which fal(s on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be obseived as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday sha(I be observed as a holiday on the following Monday. When Christmas falfs on a Saturday, the preceding Friday shall be observed as a holiday. , ' ' O. Paid Holidays: New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, The Day After Or Before Christmas Day, And The Employees Birthday. 11). Any holiday which falls on a Sunday shall be ' observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be obseived as a holiday on the preceding Friday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday �vhich falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, [ndependence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the. Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Note Codes 8. A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over �0' 'to 100' -$2.00 per Foot for Each Foot Over 50 Feet Over 100' To 150' -$3.00 per Foot for Each Foot Over 100 Feet Over I 50' To 220' -$4.00 per Foot for Each Foot Over 150 Feet Over 220' -$5.00 per Foot for Each Foot Over 220 Feet ' C � L_� CI� IIJ C, , ' �� il� JI � I ' I ' II ' � � ' ' ' ' L_J I� � ' ' i� �,� � Benefit Code Key — Effective 3-3-2013 thru 8-30-2013 C. In addition to the hourly wage and fringe benefits, the following denth premiums apply to depths of fifty feet or more: Over 50' To ] 00' -$1.00 per Foot for Each Foot Over 50 Feet Over 100' To 150' -$1.50 per Foot for Each Foot Over 100 Feet Over 150' To 200' -$2.00 per Foot for Each Foot Over 150 Feet Over 200' -Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourfy premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Leveis A& B: $1.00, Levels C& D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Contro) Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or ldaho. These classifications are only effective on or after August 31, 2012. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shali possess a current flagging card issued by the State of Washington, Oregon, Montana, or [daho. This classification is only effective on or afZer August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of ali temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted �vhere shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or ldaho. This classification is oniy effective on or after August 31, 2012. ' ' ' APPENDIX C PERMITS AND AGENCY APPROVALS City of Federal Way S. 356th St. Regional Stormwater Facility Retrofit Construction Project RFB ver. 1-08 RFB # 13-106 2013 � CITY OP :"�...- Federal March 22, 2013 CITY HALL W�� 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cifyoffederalway. com Mr. W illiam Appleton, Manager City of Federal Way — SWM Division 33325 8`�' Avenue South Federal Way, WA 98003 � �•• � °���& � � �� � �' �,� ��.' � � �'���� �g� � z�� .. A «: �iA 1.,�. ❑ �� � � =?.�hi �_,�. �• , ���.}�"��� �� ;;; 5 �.���. ' Ite: File #12-100835-00-UP; PROCESS III `PRUJECT APPROVAL' Soutl� 356`h Street Regional Detention Facility Modification, Federal Way Dear NIr. Appleton: 'The City of Federal Way has completed the adminisnative land use review of the proposed expansion of the South 356'�' Street Regional Stonnwater Deten�ion Facility. The project scope includes consm�cting addifional stormwater detention/retention capacity; constricting bioretention areas; adding a bypass line and control gates to the existing facility to provide emergency spilt containment; and native plantings. The Process IlI `Project Approval' application submitted on February 22, 2012, is hereby approved per tlle enclosed Exhibit.4, Pindings for Project Approval. The remainder of this letter outlines the land use review process required for this site improvement; a b�ief summary of the process under the State Environmentc�l f'olicy Act (SEPA); and an overview of procedures relating to appeals and approval periods for this decision. ItEVIE�V PROCESS�:S RE:QUIRED Federal Way Revised Code (FWRC) 19.240.1'30 requires Process III tand use review for proposed governmental facilities in the Commercial Enterprise (CE) zone that require SEPA review.l'he proposed improvements require SEPA environmental review pursuant to FWRC 14.15.020 and 14.15.030, and Washington Administrative Code (WAC) § 197- I 1-800. S�1'A PROCE:SS The responsible official of the City of Federal Way issued a Notice of Optional Determination of Nonsignificance (DNS) on March 23, 2012, pursuant to WAC § 197-I 1-355, The comment period for this delermination was comp(eted on April 9, 2012, with one comment submitted to the city. The responsible official of [he City of Federal Way issued a Determinarion of Nonsignificance (DNS) on May 15, 2012, pursuant to Wf\C § 197-I 1-340. `I'he appeal period for this determination was compieted on May 28, 2012, with no appcals received by the city. F�leni�.wos;soo�ur uoc 1D 6317I CI� ' _� ' ' u � ' L _J � ' ' � c� � ( ' Mr. William Appleton, Manager Page 2 of 2 March 22, 2013 , PROCEDURAL INFORMATIOiV Unless modified qr appealed, the Process III decision is valid for a period of one year from the date of issuance of the decision. lf no further action is taken within one year of the date of issuance, the decision will expire. A single, one-year extension of the decision may be granted, only i.f a written request is ' submitted to the Departrnent of Community and Economic Devetopment (33325 8`h Avenue Soudi, Federal Way, WA 98003) at least 30 days priar to the expiration ofthe decision. ' � , � �I The effective date of issuance is three catendar days following the date of this letter, or March 25, 2013. `I'his land use decision nnay be appealed, pursuant to FWRC 19.65.120, by the lpplicant or any person who received a copy of'the decision pursuant to FWRC 19.65.120(1). Any appeal must be in the form of a letter delivered to the Department of Community and F,conoinic Development with the established fee and within 14 calendar days after thc effective date of issuance of this decisiou, or April 8, 2013. The appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusion of the Director of Community and Economic Development disputed by the person filing the appeal. I'he Federal Way Hearing E�.aminer wilt hear any appeals ofthe Process III decision. This Iand use decision does �zot waive compliance with future City of Feder�l Way codes, policies, and standards relating to tllis development. If you have any questions regarding this decision, please contact Senior Planner Janet Shull at 253-835- 2644, or janet.shull@cityoFfederalway.cam. Sincerely, 4�,_,__ -� 1 �...�=�-� ____ ' C ' C 1 0 ' 1 Isaac Conlen, Plaiming Manager, for Patrick Doherty, Director Commuaity and Eeonomic Development enc: Findings for Ap}iroval A�proved Site Pl1n Approved Modified Llndscape Plan Janct Shul1, AICI', Ser,ioi• Ylanner Ann Dower, Senior Fngineering Plans Reviewer Larry Mosier, 1225 South 356'h Street, ['ederal Way, WA 98003 Fi ie p I.-100835-00.UF f]oc I U b3111 . ,. � . .i ., EXHIBIT A Findings for Process III Project Approval South 356t" Street Regional Detentiun Facility Retrofit Fite #12-100835-04-UP a) Proposal — The project applicant has proposed constructing additional stormwater detention/retention capacity; constricting bioretcntion areas; adding a bypass line and control gates to the existing facility to provide emergency spill containment; and native plantings. The property affected by this proposal is: 35210 Pacific Highway South; King Couniy parcels 292104-9090, 292104-9158, and 292104-9]59 b j Zoning and Review Process — The city's comprehensive plan and zoning designation for the subject property is Commercial Enterprise and CE (Commercial Enterprise), respectively. Pursuant to Federal WayRevised Code (FWRC) 19.240.140, government facitities are an allowed use in the CE zone. Since State Envit•onmental Policy Act (SEPA) review is reguired, the proposal is subject to Process III land use approval. c) SEPA - The proposal is not exempt from review under SEPA, pursuant to FWRC 14.15.020 and 14.15.0�0 and Washington tldministrative Code (WAC) 197-11-800. An environmental checklist and Wetland aud Stream Delineation Technical Memorandum were submitted with the Process III application. Subseyuent to staff review of the SF.,PA checklist, the city's responsible o�cial issued a Determination of Nonsignificance on May 15, 2012. d j Public Notice — Pursuant to FWRC and SEPA regulations, notice of the proposed land use action was published in the Federal Way Mirror, posted at the subject site and city notice boards, and mailed to persons receiving tax statements within a 300-foot radius of the subject site. The city utilized the Optional Determination ofNonsignificance method as permitted by WAC 197-11-355. The combined applica#ion and anticipated DNS comment period began M. arch 23, 2012, and ended Apri] 9, 2012, with one comment received. e) Public Cornment — The city received one comment on March 29, 2012, from Larry Mosier, a neighboring property owner. Mr. Mosier's letter informed the city of a concern related to a stream running along the western boundary of his property and some trees that are falling across his fence. A May 15, 2012, response to the comment letter stated that tl�ese concerns were communicated lo Public Works staff and that they could address these concerns during plan development and construction. The concerns expressed in the comment letter are not directly related to the proposed stormwater retention facility. fl Landscape Plan Modificatinn - Based on information provided by the applicant on February 14, 2013, the applicant has requested a modification to the city's landscaping provisions of FWRC 19.125 for a portion of the site located adjacent to a neighboring property owner who expressed concern about landscaping bloching views of his existing business, and also along the structural berm where evergreen tree roots could compromise the structural inte;rity ofthe herm. As provided in FWRC 19.125.100(1), the city may grant such a modification if special conditions exist such as: F?xhibit A File H 12-100835-00-1JN / Doc. I.11. 63172 Findings fiir ['rocess III Yroject Approval Page 1 of 2 a) Preservation of unique wildlife habitat b) Reservation of natural or native areas c) Compliance with special easements d) Renovation of existing laudscaping; e) Unique site uses The letter and landscaping rnodification plan provided by the appiicant has addressed the modifcation criteria to the city's satisfaction and the requested modification is hereby approved. fl Decision Criteria — The proposal is consistent with site plan approval criteria required for Proeess III pursuant to FWRC 19.fi5.100(2). The proposal is consistent with the city's comprehensive plan; all applicable provisions of FWRC Tit(c 19, "Zoning and Development Code"; and public health, safety, and welfare. These findings shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Senior Planner Janet Shull, ATCP F;xhibit A Findings for Process III Project Approval Date: March 15, 2013 File �112-l00835-00-UP / Doc.1.D. 63172 Page 2 of 2 � ClTY OF �..... Federal NIr. Will Appleton City �f Federal Way — P�V/SWM 33325 8`�' Avenuz South Federal Way, WA 98003 CIIY HALL W�� 33325 8th Avenue South Federal Way, WA 98003-6325 (2531835-7000 www. cityoffederalway. com Re: File #12-100834-00-SE; DF.TF.Rh1INAT'ION OF NONSIGiYiP'ICANCF, (DNS) South 356`h Street Regional Detention Facility Retrofit; 35210 Paci�c Righrray South Dear Mr. Appleton: May 15, 2012 The city and jurisdictional agencies have reviewed the environmental checklist submitted with the South 356'" Street Regiona] Detention I'acility Retrofit Process 111 Master Land Use (MI,U) application. It has been determined that the proposal will not have a probable significant adverse impact on the environment. As a result, an Environmental Impact StaEement (EIS) is not required to comply with the State Environmenta! Policy Act (SEPA). A copy of the Determination ofNonsignificance (DNS} is enclosed. The Optional DNS Process was used to review this proposal. The 14-day comment periocl required by SEPA Rules ran concurrently with the public comment period associated with the notice of land use application, which began on March 23, 2012, and ended April 9, 2012. The city received one (1) written comment regarding the MLU application or environmental checklist, which is enc]osed. Pursuant to Washington Administrative Code (VJAC) 197-11-355, a second comment period is not required upon issuance of the DNS. The enclosed DNS was issued on May 14, 2012. The city will provide a copy of the .DNS to the Department of Ecology, agencies with jurisdiction, Puyallup and Muck(eshoot tnbes, and any other party requesting a copy. All f"mal detzrminations may be appealed within 14 days following the issuance of the DNS. No licenses, permits, or approvals will be issued until completion of the appeal period, which ends May 28, 2012. The decision not to require an EIS does not grant the license, permit, or approval ya� are seeking from the city. 'f'lhe environmental record is considered by the decision maker(s) and conditions will be imposed to reduce identified environmental impacts, as long as the conditions are based on adopted and designated city policy. After a fna) decision has been made on your proposal you may, but are not required to, publish a Notice ofAction as permitted in RCW 43.21C.075. The Notice of Action sets forth a time period after which no legal challenges regardinb the proposal's comp(i�nce with SEPA can be made. `I'he city is not responsibie for publishi�g the Notice of Action. Questions regardinb the environmental review component should be directed to me at 253-835-2644, or janet, shu ll@c i tyoffederal way.com. Sincerety, , , r � � l��w�- �' � >. }' � l... } ., ,. J�net Shull, A[CP, CSBA, I..F.ED Green Associate Senior Planner enc: DNS Email provided by Larry W. Nlosier, received March 29, 2012 n<K io ��ii; c: Ann Do�ver, Senior Engineering Plans Revicwer Pilc [ � � ' ' .� Cl2Y Of y ����.ii G! Y Y�� ENVIRONMENTAL DETERMINATION OF NONSIGNIFICAIYCE SOi1TH 35b� STREET REGIONAL DETENTION �'+ACILITY MODIFICATION FEDERAL WAY FILE 1�10: 12-1�J0834-00-SE Proposal: The City of Federal Way's Stormwater Management Division proposes the expansion of the , existing South 356`� Street regional detention facility to improve water quality and moderate flows being discharged to the wetlands forming the headwaters of the North Fork of West Hylebos Creeic. Proposed elements include: constructing additional stormwater detention/retention capacity; constricting bioretention ' areas; adding a bypass (ine and control gates to the existing facility to provide emergency spill containment; and native plantings. ' 1 � Applicant: William Appleton, City of Federal Way Pubtic Works, 33325 8�' Avemie SW, Federal Way Location: The project site is located northeast of the intersection of SR 99 and South 35b"' Street. Properties affected by this proposal are: King County Parcel #292104-9090, 292104-9158, and 292104-9159. Lead Agency: City of Federal Way Community and Economic Development Department Staff Cantact: Senior Pianner Janet Shul l, 253-835-2644 The Responsible Official of the City of Federal Way hereby makes the following decision based upon � impacts identified in the environmental checklist, Federal Way Comprehensive Plan, and other policies, plans, rules, and regulations designated as a basis for axercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to RCW 43.31 C.060. ' ' u ' lJ The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment and an Environmental lmpact .Statement (EIS) is not required under RCW 43.21 C.032(2}(c). This decision was made after review of a completed environmental checktist and other information on file with the (ead agency. This information is available to the public on request. This DNS is issued after using the optional DNS process in WAC 197-11-355. One (1) tivritten camment was received in response to the 14 day comment period that errded April 9, 2012. There is no further comment period on the DNS This decision may be appealed by filing a written appeal within 14 days of issuance. Details of the appeal procedures may be obtained at the Department of Community and Economic Development. Responsible Offieiai: Isaac Conlen, Planning Manager, for Patrick Doherty, Director of Community and Bconomic Development Address: 33325 8`h Avenue South, Federal Way, WA 98003 ' Date Issued: Ma 14 2012 Si nature: � ��`_.. ' Dcc I D 61�d: L___J 7 Job Start: ROW - Public City of Federal Way Permit #: 13-101596-00-AR Public Works Department Contact: i Federal Way, WA 98003 co«��ed bY� Call Job Start #: (253) 835-2725 Ph� (253) 635-2700 Fax: (253) 835-2709 Final: ' Project Name: S 356TH ST REGIONAL STORMWATER FACILITY RETROFIT Project Address: 35210 PACIFIC HWY S Parcel Number: 292104 9158 ' Project Description: Traffic contro{ to accomodate construction of a new wetland pond and new bioretention areas and associated conveyance system, modiiicaton of the inlet/outlet control system for the exisfing detention pond, and tanclsc:�pe installation. � Owner Aaplicant Contractor WiLLAPPLETON FEI TANG TBD - NOT YET SELECTED CiTY OF FEDERAL WAY - PW/SWM CITY OF FEDERAL WAY - PW/SWM 33325 8TH AVE S 33325 8TH AVE S FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 CONDITIONS: x Ca11811 For Underground Utility Locates Prior To Excavation In City Right Of Ways X Provide TYaffic Control In Accordance With WSDOT Standard K Plans And The MIJTCD . * Lane Ciosure Permitted 8:30am to 3:OOpm. x Failure To Compiy With Terms & Conditions Of Permit Will Result In A Stop Work Order And !Or Permit May Be Revoked. * See Attachment General Terms & Conditions Related To Right Of Way Permit . * Immediately notify 911 Emergency Services and the Operator of the affected utitity when damage occurs to a gas lane or other hazardous substance which potentially endangers life, health, or property. * Notify Public Works Department If Damage Occurs To A Utility Or Storm System . * No Work On Weekends , Holidays Or During Non Working Hours Unless Approved In Advance By Public Worl�s & Community Development. Variance Required Per Ord 09-608 * Clean & Secure Construction Area At The End Of Each Work Day . PERMIT EXPIRES Tuesday, December 31, 2013 Permit Issued on Thursday, April 11, 2013 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in aC rdance with the laws, rules and regulations of the State of Washington r,/ d the City of Federal Way. Owner or agent: Date: /�i`� �,..� � � � � � '�� ' ' ' l�J ' � fll � � ' � � ' � ' RIGHT OF WAY P.ERIVIIT GENERAL TERMS & CONDiTIONS Perfora�anee of rvurk — AU construction, excavation, installation, maintenance, and restoration ("Work") to be pertormed in connection with this Permit shall be done in cnnforrnance with aU applieable federal, state, and local laws and al) City ordinances, codes, resolutions, regulations, standards, and procedures, as now or hereafter amended, including, but not limited to the Following: � 1.2 T'raffic Controls. Traffic cuntrols, signs, roAd ohs[nictions, barricades, and traHic plans shall be in necordance with the Section K of the Washingtai State Standard Plans and Part ��[ of the Nlanual on Uniform Traf'6c Control D�vices. In addition, multi-lane roads require sequential arrow board(s). Lane closure pettnitted between 8:30am & 3:OOpm only. Citv Standazds. All Work shatl be in accordance with the Federal Way Development 5tandards or when applicable KC Road Standards, Standerds and Specifications for Road, Sridge and Municipnl Construction, as amended, and subject to the approval of the Public Works Dircctor, or the Director's designee. 1.3 Plans. The Permit shall be �ccompanied by plans ("Pl�ns"} drawn to �vorkin� scale; commonly riventy feet (20') equuls one inch (1"). "Phc Plans shall describe the nature and location of the Work, specifying thc names and%or m�mbers and widths of any affected rights-of-way, The Plans shal! specify the tocation of existing utility facilities inchiding srorm drainage systems and specify the rype of construction in detail. The Plans shall be approved by the Public Works Director of the Director's designee prior ro the issuance of this Permit. Any deviation from the Plans mny be made only after Permittee has submitted revised plans showing the proposed revisions, which revised plans must be approved by the Public 4Vorks Director or the Director's designee priar to commencement of the mndified Wurk. 1.4 Pavement - Material Sgecifications. All hard surYace roads are to be jacked or bored, unless otherwise agreed to in wriHng by the Public Works Director or the Direcior's designce. Asphalt to be neat line saw cut one (t) i'oot bxk from the edge ofthe trench. Restoration ofthe right of way surface shall eith�r include t00% crushed surfacing top course or CDF anJ three (3") inches of hot mix asphalt or be replaced to the original wndition if thicker, at the City's sole discretian. Concrete is not to be used in travel lanes. All materials and compaction shall be in accordnnce with die "Standards and Specifications for Road, Bridge, and Municipal Construction," as amended. HMA %:" 64-22, 1" SS-22. SUPERPAVE. 1.5 I .6 1.7 1.3 1.9 1.10 l.l l }3ackfill Materials. All trenches in the right of way shall be backfilled with l0U% 5/8" cn�shed rock. When trench wid[h is 18 inches or less, and is within tha traveled way, trench will be backfilled with control density backfill (self compacted tlotivable fill) Class B as detined by Washington A�regates andConcrete Associatiai. 7'he aggregatewill be 3/8 inch minus. Storage of Equipment & Materials. Equipment and materials are not tv be stored in the rigl�k of way unless approved in writing by the City of Federal Way. SidewallJDrivewav. Whenever purt of a squcjre or slab of existing concrete sidewalk or driveway is cut or damaged, the entire square or slab shall be removed and replaced. All materials and compaction shall be in abcorda��ce with the City of Federal Way Development Standards. lkheel Chair Ramps must be replaced to meet ADA Standards. Concrete may not be placed in temperalures at or below frcezing. 3000 psi. Maximum concrete accelerator .5°/a Calcium is not permitted. No monalithic pours allowed. Bur�Denth. All under�rourrJ utility lines mvst have 1 minimum thirty-six (36") inch cover from finished grade, ditch bottom, or natural ground. Pre-Constn�ction N[eetine. In the event the City requires a pre-construction meeting, the necessity of such meeting is to be at the City's sole discretion. Permittee shall be respon9ble For scheduling the meeting at least five (5) workingdays priorto the commencement ofthe Work. Hours of Operation. Permittee may only perform work in the right of way between the hours of 3:30a.m. and 3:OOp.m., Monday through Friday, unless different hours of operation are approved in writing by the City. No Work Is Permitted In'I'he ROW On Weekends Or Holidays Observed By The City. Removal of Trees. Permittee shall not clear, remove or dishirb any trees or ve;etation in the right of way without submitting a revegetation and erosion control plan, in form and content acceptable to the City. ?. NOTICE 1i'O PUBLIC WORKS — Permittee shall notify the Public Works Department at least twznty-four {24} hours, bu2 not more than Seventy-two (72) hours, prior to commencing the Work. Crew must call or fax permit # and work location each moming they are to be working in town to verify the start ofwork. Hailure to provide such notice will result in the assessment of a job start penalry charge, in addition to any other fees prwided fur in this Permit 3. PENALTIES- Pen�+lties up to One Thousand Doliars ($L,000.00) per day may be imposed by the City, payable on demand, if Permittee delays restoration, relocation, or removal of f'acilities beyond lhe time limits prescribed by the City pursuant to paragraphs 4, 5, 6, 7 or 8 herein or othenvise, or fails to complete the Wark in a workmanlike manner, at the city's sole discretion, or to compfete the ivork prior to the expiration uf this Permit, unless an extension has been granted. This penatty shali not constitutc liquidated demages or an etection of remedies by the Ciry, but will be in addition to any other remedies available to ffie City at law, in ern.iity, ar by stat�de. 4. CITY'S RIGIIT TO COVIPLETE WORK- The City reserves the right h� comptete the Work, r�l�cate or remove the facilities pursuant to paragraphs 5, 6, 7 or 8 herefn or other�vise, arrci upon demand, Permittee shall pay to tl�e City an amouni equ�l ro all of the City's costs and expenses in pefforming such work. �. RES'1'OR�i"C(ON- After complction of work authorized by this permit, the PermiUcc shal! restore the right oY'way at its sole cost and expense, to a conditiun which is equivalent to or bettcr than the condition of thz right of way prior to cummencing !he Work and to a condition satisfactory to the City within 30 days. Pennittee shall repairthe dnmage at its sole cost and e;cpense, wi�hout delay or interruption and within the time period prescribed by the City. F. REPAiREYG DAMAGE BY PERMITTEE- ]n the event that the Pcrmittee in ihe course of performing the Work causes damage of any kind, Permittee shall repair the damage at its snle cost eind expense, without delay or interruption and within the time period prescribed by the City. R(G}I7'S RESERVED TO THE CITY — REhIOVAL OF FrSCILITIES — The City reserves the right to use, occupy and cnjoy its pmperty for such purposes as it shall desire ineluding, but not limited to, constructing or insta!ling structures and facilities on tha ri�ht of way, or developing, improving, repairing, or altering ihe right of way Upon the Ciry's demand, che Permirtee will, at its sole cost an�i expense, remove, repair, relocate, change, or reconstruct such facilities or installations pursuant to tlie City'. instructions 3nd within the time period prescribed by the City. o A6A'TEib1ENT (�F UNSAFE CC?NUl'1'IUVS- The Ciry muy, �et any time �nd in its sole discretion, pertorm all work necessairy to restorc ta a saF� condition, any ri�,ht of way left by the Yermittee in u dangerous condition ro tife or property. Upon demarfd, U:e Permi[tce sliall pay to the City all costs and e�pen�e; of such �eork. � 9, BUSiNESS LICENSE — Per Federai Way Revised Code section 12, all cuntractorslbusinesses performing work in the City of Federal Way must possess a valid , Ciry of Federal Way business license. l0. PA)'A�[ENT OF REF.S — Pennittee shall pay to the City immediately upon receipt of ihe City's monthfy invoice, ali costs and expenses involved in administeting this Permit, including, biR not limifed to, a permit fee and liourly rate charges for pian review andinspection of the Vdork. ' t t. PERytIT REVOCr1TION — This permit is revocable at tviy time by the City. 'I'he right to revake is expressly reserved to the City. l2. 'fERMINATION OF PERi�ICT — In tlie event the City does not revoke this Permit pursuant to paragraph 1 l, tlais Permit expires on the date set forth on the cover page of this Permit; provided, however, thnt the PubJic Works Direcmr or ihe Director's designee may grant up to a six-month extension to this Pemiit, at Ilis or lier sole diseretion, und only in the event the Permittee makes wtitten application for an extension, pays all fees in ¢dvance, and has been founci to have' fidly complied with atl of tlie c�mditions and requirements ofthis Permit. 13. INDEMNIFY AND HOLD HARVILESS — The Permittee agrees to indemnify and hold harmless the City and its appointed and elected officials, officers, employees, agents, and volu�ttcers fram ar7d n�aiust Iiability !'or:�lt assessmcr�is, claims, demands, suits, and judgemenu, includin� costs and attomey fees, for injury to persons, death, or hy P�Tittiite�'s Urem;i� at'this permit, (n ttn: �vent it is ds�termins:d that RCW 4.24. l l5 Applies tu this Atirmst, the 1�crmittee agrees to defend, hoid haimless, and incicnuiiCy t3�e Lity tn thr maxinaurn c:tsent �»nt�iital therewxdcr, and specifically for its n�bli�ence conourre�ot wilh thttt of the City to the full extent of Permittee's nebtigcnC�. Pern�iuec agrees to deferid, indemniip, mtJ hoid h:at�nless the City for claims by pCrmiEtee's emplt�y�ces and agrees to waiver its immunity under ths in�iustris�l i�asurnnce ptovisions ef i"itte S 1 RC:W. wlaich �vsiiver has been mutually negoti�te�l by che pprti�s, uunless such elaim is , caused by the City's negligence. • 14. NOTICE — Permittee shall no6fy all p�aperly owners adjoining or in proximity to the right of way and all utility companies having facilifies or installations in I the right of way when sueh properly may be e:cpused 10 thc possibility of injury or damage. Permittee shail make a!I azrangements necessary to protect sach property or utiliry from ir�ury or damieae. Cuordinoic with prt�perty rnvners for access during construction. 15. TITLE — This pern�it grants only the right to use the City's interest in the right of way. The granting of this Perrnit is not a�varranty that good title to any specific properry +s vested rt� the City. l6. INSURANCE —The Permittee shail procure and maintain, for the duration uPthis pemiit, the follotiving insurance: 16.1 Minimum Limits of Insurance. [n the case of a contractor performing the wurk, comprehensive general liabrlity insurance, in Corm approved by the' City, tvith limits �i littbility �iat less th�r a�50b:INfQ per occurren� and $1,000,000 in the aggregate for personai injury, including death, and property daantt�,e. 13� the caac uf a haitt�a�vntr ptrft�rmi��g [he +vork �n thcir own property, homeowners insurance is form acceptable to the Ciry, with limits of' liat�ility not lesi ti�a�t �3GO,Obb f'�r �u:rsc�iial injury. inoluding deatli, and property damage. 16.2 CJeducz�l�fes a,�d S41C+I(1St3Tt;CI RCIY,lIllUllti. TIIC Clly musl approv� all dednctible or self-insured retcntion. At thc option of thc City, Pcrmittec shalf redu�e ur climinate any s�ieh dt�ciuctibl�s or self insured retentions. 1 ti.:i �i�rndt�torv [rtst�rnnec Pr�-�visioEis k:acta palicy shall contlin. nr bc cnclorsed to contain, the following provisions: , (i) `i"he City, rts Ut�ficc,rs, a#'ficials, empl���ees and volu�ttecrs are to be named as additional insured; �iil CoveragC sh:jll statc shat the Permittcc's insaranc� staall ay�ply separatety to each insured against whom claim is mada or suit is broughi, except �mith respact tp tl�e lim+ts of the insurc:r's tiahility; (iii) Coveragc shall aac be suspenJeJ, eanCetlect t�r r�sli�c�d in coverage or in limits escept after thirty (30) days priur written nokice to the City , by cetti6ed muil, und rotum reccipt reyuested; and {iv) Covers�r xhnii he primary insura��ce as rt.�s{tects ftie C:ity, its officers, employees, and volunteers. Any insurance or self-insurance by the 4'iry, its i�tticen, otiicinls, emy�l�yees, ar vait�nt��rs shall he in excess of the Permittee's, insurance and shall not contribute with it. 16.4 VerificnCinn i�f Guvernue. Pennittee shall furnish the Public Works Depaz[ment with Certificate(s) of ]nsurance and with original e�dorsement{s)' stT�eccing cvislencing the coveragc's requi�ed by this permit. The ceRificate and endorsements sh�l1 be signed by a person authorized by that insurer to bi��d cover:�e un itx l>i:h�li'and �re Eu be received and approved by Ihe CiN before this Permit shalt be issued. At the CiTy's request, Pennittee shall deliver certified copies of all required insurance policies. U. BONDS OR ASSIGNt��:NT OF FtJNDS —"Che Psrmittee shall delivery ro the City, infom� satisfactory to the City, prior to the issuance of this Permit, either n� Bond to Perform Work on City Rights of Way, or an ussignment of Funds and f3ank Certification in Lieu of Bond, in an amount not less than Ten Thousand Dollars and No/100 ($1Q000), in favor of the City. 18. ANTI-DISCi21�lINr17'ION —!n all hiring or employment mude possible or resultino from Ihis Peerriit and in all henefits of any services or activRies resulting , from this Permit, Permittee shall not discrimination against any persun because of race, color, religion,national origin, age (except minimum age and retirement prvvisions?. ��ti. ��ual oricnrxion, martial st��ws, parental status, the }�resencc ��Pseiy sens�.�ry, mental ar �}iysic�! handicap, or ihe use of atrained dog-guide by :i blind Ur dc:at�persun unlcss buu:d upUn a t�qna fi�ie occuputictnai quali�tatior�, ancl tl�fs requiremcnt shall tfpply tu, but not be limited to, the following: rmployment. �utverti�i����,1ayolTot terminatioii, rates ot pay nr �thcr tcrrnis of cnmpens:�i�n, :�tid sclecrinn f�r training, including apprenticeship. Permittee shall not violate �a�y ot the tem�s �C RC W 4J.b0, "Pide VIf of tl�e Civil Iti�hts Act ot' t�li�l, or nny uther .µ�pticablz fcd�ml, state, or tocal taw or regulation rebard'mg , nnndiscriniinrtion. Any violaUtm of d�is prr�vision shzill be �rqwuts Cor tem�ina[ion of this Permit and may result in inelioibility for further permits. (9. NON-EXCLUSIVE RIGAT — This perrnit shall nnt be deemed to be an exclusive right lt does not prchibit the City from grantiag any uther pertn�s ro other public or private entities, nnd it does iwt prevent die City from using any aftected right of way or ;iffect its jurisdiction over any part of �he righ[ of way. ' 20. RFN1Ell1ES NOT GYCL:USCVE — No remeciy provided for by ths Permit shall be deemed exclusive, lut shall t+e deemed c.umulative and in addition to every other remedy available to the CiTy existing at law, in equity or by staWte. 21, NO ASSIGNy[EN'P - This Permit shall not be assigned by Permittee to arry person or entitv withoutthe written consent of die City, which consent may be ' withheld for �tny reason. **SYECIf#t TERi�IS & CONUITIOiYS AS PRINTED OY PER��Ii"P - FA[LURE'!'O COIciPI..Y WILL RESULT [Y 5['OY WORK ORDEH Last Update 3/28/2013 ' � � _ _ � r . � SOIL BORING LOGS AND GW MONITORING RECORD City of Federal Way RFB # t3-106 S. 356`h St. Regional Stormwater Facility Retrofit Construction Project 2013 R FB ver. 1-08 � � � � � � � � � � � � � � � � � � � � �- .. .. ... , ,. .�.,,s � fyy,.� . ,.�" � �' i' \ `/_" ��"�� -... . . ..�;._.. _ .- - `�: ._ ...._... .:.. . .. ., __._ _ _ ._ � _..— .. �"°"^'�^.._ � ......---..^^'° „„ -« ��\ �� .. . .. �/ . / �`tr'�` . `\ . .. J,��. . .. . i . ` � .�-� . , \ 1 . \ � ///"` ,/ ' a` so �sa Figure ��AU Site and Exploration Plan � ASSOCIATES � Sca�e in Feet � ���d i �;; \ P4 Q Piezome[et Lotation and Designation ;'�-' Base Map Source: qty of federal Way 2010 South 356th Regional Stormwater Facility Retrofit Federal Way, Washington :� •..: : �� v� i - � �/'•..'. , / .`/°� � � / y / % Field Explorations and Laboratory Testing FIELll EXPLORATIONS AND LAB()R�iTORY TF,STINCi Subsurface conditions at the proposed stormwater facility were explored on October 18, 201 l. The eYploration program cvnsisted of advancic�g and sampling three (3) exploratory borings (�'-1 to P-3} at the locations shawn on the Site and Exploration Plan (Figure 2). The exploratory borings were advanced to a depth of about 31 %2 ft below existing ground surface (BGS) using a truck-rnounted, hollow- stem auger dri11 rig. The exploratory borings were advanced by Holocene Drilling, Inc. af Yuyaltup, Washington under subcnntract to I.andau Associates. The explorations were Iocated approximately in the field utitizing a hand held Trimble� GPS system and a site plan provided by the City of Federal Way. The ground surface elevation at the exploratory boring locations w�as estimatecl frorn the above referenced site plan. The f eld exploration program was coordinated and monitored by a Landau Associates geologist, who also obtained representative soil samples, maintained a detailed record of the observed subsurface soi( and groundwater conditions, and described the soil encountered by visual and textural examination. Each representative soil type observed in our exploratory borings was described tuing the soi] classification system shown on Figure A-1, in general accordance with ASTM D2488, Starulard Recommended .Practice for I�escription oJ' Soils (Visual-Manuul Prvicedure)_ Lo�s of the exploratory borings are presented on Figures A-2 tl�rough A-4. These logs represent our interpretation of subsurface conditions identified during the tield exploration program. The stratigraphic contacts shown on the individual logs represent the approximate boundaries between soil types; actual transitions may be more gradual. The soil and groundwater conditions depicted are only for the specific date and locations reported and, therefore, are not necessariiy representativc of other locations and times. A further discussion of the sail and groundwater conditions observed is containzd in the teYt portion of this report. Dis2urbed samples of the soii encountered from the borings were obtained at frequent intervals using a 1.5-inch inside diameter (Ill) Standard Penetration Test (SPTj split-spoon sampler. The sampler was driven up to 18 inches (or a portion thereo� into the undisturbed soil ahead �f the auger bit with a 140-1b automatic hammer falling a distance of approximately 30 inclies. The number of blows required to drive the sampler f'or the Gnal 12 inches (or portion thereo� of soil penetration, is noted on the boring lo�s adjacent to the appropriate sample notation. Soil samples collected in this manner were taken to our laboratory for further examination and testing. lipon completion of drilling and sampling, a standpipe piezometer consisting of 2-inch diameter PVC pipe with 0.010-inch machine-slotted screen was installed in each of the borings to allow for subsequent measurement of groundwater levels. The piezometers �vere installed io accord�nce wit}� Washington Adrninistrative Cocte (WAC) 173-360. 'i�./12 Y'.Y•58:�;+.C?C:1i<�S3:J:m;i':J...�tr�K �-� LANDAUASSOCIATES The laboratory testing program, which was performed in general accordance with the ASTM standard test procedures described below, included a visual inspection to confirm our field soil descriptions and determination of the natural moisture content and grain size distribution on selected samples. The natural moisture contents of selected soil samples obtained from our exploratory borings was determined in general accordance with ASTM D 2216 test procedures. The results from the natural moisture content determinations are indicated adjacent to the conesponding samples on the summary logs. The grain size distributions of selected soil samples obtained from our exp]oratory borings was determined in general accordance with ASTM D 422 test procedures. The results are presented in the form of a grain size distribution curve on Figures A-5 through A-6. 1/24112 Y:1238\061.010\RlS 356th SW_rpt.docx A-2 LANDAU ASSOCIATES w x m a J U O N a 0 0 0 � 0 0 � 0 'm � 7 Y N Soil Classification System uscs MAJOR GRAPHIC LETTER DIVISIONS SYMBOL SYMBOL�'� TYPICAL DESCRIPTIONS �Z��'� GRAVEL AND CLEAN GRAVEL :o � p° o (�W Well-graded gravel; graveUsand mixture(s); little or no fines _' !� N GRAVELLY SOIL ���e or no fines) o 0 O��, o 0 o GP Poorly graded grevel; gravel/sand mixture(s); little or no flnes � � � o�� (More than 50% of GRAVEL W ITH FINES (�M Silty gravel; graveVsand/silt mixture(s) ZE'�, coarse fraction retained (qPPreciable amount of Q o N on No. 4 sieve) fines) GC Clayey gravel; gravellsand/day mixture(s) � �U' ,°n z° SAND AND CLEAN SAND $W Well-graded sand; graveNy sand; little or no fines N� SANDY SOIL (Little or no fines) L L $P PoorlY 9raded sand; graveUy sand; little or no fines Q�' o`, (More than 50% oi SAND W ITH FINES ��� coarse fraction passed �,o,Ppreaable amount of SM Silty sand; sand/silt mixture(s) through No. 4 sieve) fines) $C Gayey sand; sand/clay mixture(s) �L Inorpanic silt and ve fine sand; rock flour; silty or dayey fine J � SILT AND CLAY sand or clayey sift wi� slight plasticiiy O�—L�, � o-- N CL Inorganic day of low to medium plastiaty; gravely clay, sandy ��,'�, clay; silty ctay, lean clay � o— u� (Liquid limit less than 50) z�m N N QL Organic siR; organic, silty clay of low plastiaty Q � !? o �� m c°� SILT AND CLAY MH Inorganic silt; micaceous or diatomaceous fine sand �° a� d Ino anic da of hi h lasticit fat cla W�� z C�"� r9 Y 9 P Y: Y Z E (Liquid (imit greater Ihan 50) LL �H Organic day of inedium [o high plasticity; organic silt HIGHLY ORGANIC SOIL PT Peat; humus; swamp soil with high wganic content GRAPHIC LETTER OTHER MATERIALS SYMBOL SYMBOL TYPICAL DESCRIPTIONS PAVEMENT �:�-'•r AC Of PC AsPhaR concrete pavement or Portland cement pavement ROCK RK Rock (See Rock Classification) W OOD w� Wood, lumber, wood chips DEBRIS O O O �B Construction debris, garbage Notes: 1. USCS letter symbols correspond to symbols used by the Unified Sal Classification System and ASTM dassification methods. Dual letter symbols (e.g., SP-SM Tor sand or gravel) indicate soil with an estimated''r15%fines. Mukiple letter symbols (e.g., MUCL) indicate borderfine or muRiple soil dassifications. 2. Soil descriptions are besed on [he general approach presented in the Standard Pradice for Description and Identifica[ion of Soils (Vsual-Manual Procedure), outlined in ASTM D 2488. Where laboratory index testing has been conducted, soil classifications are based on the Sta�dard Test Method for Classification of Soils for Engineering Purposes, as outlined in ASTM D 2487. 3. Soil description terminology is based on visual estimates (in the absence of laboratory test data) of the percentages of each soil type and is defined as fo�ows: Primary Constituent: > 50 % - "GRAVEL," "SAND," "SILT," "CLAY," etc. Secondary Constituents: > 30% and < 50% -"very gravelly," "very sandy," "very silty," etc. > 15% and < 3p% - "gravelly," "sandy," "silty," etc. Additional Constituents: > 5% and < 15% -"with gravel," "with sand," "with siR," etc. < 5% -"with trace gravel," '�ith trace sand," "with trace sil[," etc., or not noted. 4. Soil density or consistency descriptions are based on judgement using a combination of sampler penetration blow counts, drilling or excavating conditions, field tests, and laboratory tests, as appropriate. Drilling and Sampling Key SAMPLER TYPE SAMPLE NUMBER & INTERVAL Code Description a 3.2Sinch O.D., 2.42-inch I.D. Split Spoon b 2.00.inch O.D., 1.50-inch I.D. Split Spoon Sample Identification Number c Shelby Tube d Grab Sample i— Recovery Depth Interval e Singl�Tube Core Barrel �� ] l� �mple Depth Interval f Double-Tube Core Barrel J g 2.50-inch O.D., 2.Oainch I.D. WSDOT � portion of Sample Retained h 3.00-inch O.D., 2.37Sinch I.D. Mod. California for Archive or Malysis i Other - See text if applicable 1 300-Ib Hammer, 30-inch Drop 2 140-Ib Hammer, 30.inch Drop GrOUndWater 3 Pushed Field and Lab Test Data Code PP=�.O N=0.5 PID = 100 W=10 D=120 -200 = 60 GS AL GT CA 4 Vibrocore (Rotasonic/Geoprobe) � Approximate water level at time of drilling (ATD) 5 Other - See text if aoolicable t Approximate water level at time other than ATD Description Podtet PeneVometer, tsf Torvane, tsf Photoionization Detector VOC screening, ppm Moisture Content, % Dry Density, pcf Material smaller than No. 200 sieve, % Grain Size - See separate figure for data Atterberg Limits - See separate figure for data Other Geotechnical Testing Chemical Malysis South 356th Regional Figure �� Stormwater Facility Retrofit Soil Classification System and Key A_� , ASSOCIATES Federal Way, Washington C1 ' L a a� 0 �7 P 1 LAI Project No: 238061.010.0 1 SAMPLE DATA SOIL PROFILE Moisture Content (%) J � Plaslic Lquid � L'vnR ��� L'mR a u�i 10 20 30 40 � o Drillin Method: Hollow-Stem Auger F' _ -o u, � 0 9 W= � SPT N-Value ♦ o- E � O m n r�-s�oda.a rav��e n E '� � E Ground Elevation ft'z08 Z� � o �o uJ >, ��' —� i£ 10 20 30 40 o. aZi a N � L c�i� Drilied By: Holocene Drilling Inc. W O X Fines Content % X 3 0, U 3 p O �� � m F � � Logged By: TJS Date: 10/18111 20 40 60 SO SM Gray-brown, silty, very grevelly, fine ro coarse SAND (medium dense, damp) (ABLATION TILL) S1 � b2 25 W= 5 �' ♦' :.......:.......:..... 75� W= g - grades very dense, moist �: : �� S-2� b2 ��� i 10 � S3 b2 48 G55 15 S-4� b2 59 20 S-5� b2 85/ 10" 25 � : S6 b2 50/ W= 9 6" GS - gredes dense, damp - grades very dense, wet 30 �� I b2 I 71 I I I I I Boring Completed 10/18/11 Total Depth o( Boring = 31.5 ft 35 Notes: 1. Stratigraphic contacts are based o� field interpretations and are approximate. 2. Reference to the text of this repori is necessary fa a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key' figure for explanation of graphics and symbols. 4. �E Unique Well Number: BHH 577 South 356th Regional �D� Stormwater Facility Retrofit LOg Of BOCiflg P-1 ASSOCIATES Federal Way, Washington �� : .......:...................... 59 ............................. 951 : 10", � .......:..............:...� » s�� � 71 Figure A-2 a a� 0 0 5 10 `N7 F— 30 ' ' P-2 LAI Project No: 238061.010.0 1 SAMPLE DATA SOIL PROFILE Moisture Content (%) ' . �J � Plaslic � � Lpuid Q� u 1to 2�—i40�imit � o Driiling Method: Hollow-Stem Auger W= � a � � � _ ♦ SPT N-Value � � �^ T E Ground Elevation (ft): '206 m � Nwi-Slandard N-Value A , z� �" °o :a � � -� xt 10 20 30 40 a� a N o s � Drilled By: Holocene Drilling Inc. W O o 3 v o X Fines Content (/o) X N� � m � � � Logged By: TJS Date: 10l18/11 � v 20 40 60 80 SM Dark brown, silty, gravelly, fine to coarse ' SAND with roots (loose, wet) (FILL) S-1 �b2 5 W= 13 - � _l— _ ' - grades with abundant organic fregments . . .. . . .:. . . ... .:. .. .. ..:.... .. W= 16 antl wood chips �: S2 � 62 5 � ML Dark-gray SILT with sand and roots ' (medium stiff, wet) (ALLUVIUM) :.......:......:.......:..... �3 W _ 3p . X ' � � b2 27 GS � : W= 8 SM Gray, sifly, very grevelly, fine to coarse �: SAND (very dense, moist) ' (ABLATION TILL) _ :........... SS � b2 �l W= S - 9rades wet � ' io^ cs �: : �o.. SM Dark-gray, very silty, fne to medium SAND ' with gravel (medium dense, wet) .....:.......:... ...:.......:.... S-6� b2 26 ,� : .l_1. ' — -------------------- SM Gray, silry, very gravelly, fine to coarse SAND (dense, wet) � ' rr7� b2 38 � S-8 b2 72 � BoHng Completed 10/18/11 Total Depth of Boring = 31.5 ft. 0 35 Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the teM of this report is necessary for a proper understanding of subsurface conditions. 3. ReTer to "Soil Classification System and Key' figure for explanation of graphics and symbols. 4. DOE Unique WeII Number: BHH 579 South 356th Regional ���� Stormwater Facility Retro�t LOg Of BOI"111g P-2 ASSOCIAT'ES Federal Way, Washington 72 Figure A-3 , ' ' ' ' 1 � Y a m O 0 5 10 Ps3 LAI Project No: 238061.010.0 'I Moisture Content (%) SAMPLE DATA SOIL PROFILE -� [O pLmil I�"—I Lin� a; �0 2o so ao � o Drillin Method: Hollow-Stem Auger F" _ a � a o 9 W= � SPT N-Value � E �-. � a 0 m � Nm-Slendard N-V�ue G z_ r o � � T Ground Elevation (ft): "209•5 J� 10 20 30 40 m n� a 3 o n U Drilled By: Holocene Drilling Inc. W a X Fines Content (%) X �� � m F.� � Logged By: TJS Date: 10/18/11 3� 20 40 ' 60 80 SM Dark brown, silty, fine to medium SAND with abundant organic fragments and decayed wood (loose, wet) (FILL) S-1� W=23 : :� gp bZ � yy _ 29 ML Gray with brown mottling, sandy SILT with �' � wganic fragments (medium stiff, wet) M� \ (ALLUVIUM) � : : : � — — — — — — — — — — — — — — — — –� ................................... S-3 � b2 8 W= 33 Gray with red mottling SILT with abundant �: � organics (medium stiff, wet) SM Gray with red motUing, silry, very gravelly, fine to coarse SAND (medium dense, moist) ino� 11T1l1►ITII11 . S-4� I b2 27 ( GS7 I� 15 S-5 � b2 49 W= 6 GS � 2O � S-6� b2 60 � � � i 0 � z5 � ) ' S-7 b2 48 � 30 �8 - � �9 b2 62 i � � Boring Completed 10/18/11 ! Total �epth of Boring = 31.5 ft. — — — — — — — — — — — — — — — — — — — — Gray with brown mottiing, silty, very sandy, fine to coarse GRAVEL (dense, moist) - grades wet SM Gray with red mottling, silty, very graveHy, fine to coarse SAND (very dense, wet) SP- Gray, fine to medium SAND with sil SM wet) (ADVANCE OUTWASH) SP- Gray, fine to medium SAND with gravel and SM sift (very dense, wet) Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the teM of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Ciassification System and Key' figure fa explanation of graphics and symbds. 4. DOE Unique Well Number: BHH 578 South 356th Regional �� Stormwater Facility Retrofit LOg Of BOring P-3 ��U.� Federal Way, Washington �� � �%4 60 ....................... . 62 Figure A-4 238061.010.011 12/2/� 1 Y:1238\061.010\R�238061.010.GPJ GRAIN SIZE FIGURE 100 90 so �o L m � so a � 50 LL � � 4d a 3C zc �c r U.S. Sieve Opening in Inches I U.S. Sieve Numbers I Hydrometer i � � .� �.� �� .� �i ���r11111�1►� t��iii:����IN11����r11111�����1111����� ■H�IIIII���'��.�Ilil�����lll l�i��.Allll�■���1111�■��� ��������1�������H���������������ii^�1������������� ������'�1����,�.'���������������������1�1������������� ������,������������,���������������H������������� ����IIi1�����.�1������1111�����1111�����1111����� i■��Il�l�����lli:�'��■�1111�����11�11����1111�■��� ������I�����������ii\����I��■�����I��������������� �■��1111��■��1111���► l���IIII�i���11111■���1111���■� ����������������������\\����1���������������������� ������w��������`������i"�����������1��������1���� �■��1111��■��1111�����1�����► ��IIII��■��1111�■■�� ��������1�������������������������������������1���� ����iliBi�����lill�����llil��.\`\�i 711iB1�����1111����� ,.■_I'q",�■�t""���-1'11,�'—�„'p„■.._"1",■■— ������,����������♦����������� '�� �i������������♦���� ������,�1�������1���� ���11����!�^���������11���� ��������1�������11�������11������1�1�������11���� ������,���������1��������11������'�1� �����1�� �� �� � � �� �� Cobbles Gravel Sand Silt or Clay Coarse Fine Coarse Medium Fine Symbof Exploration Sample Depth Naturalo Soil Description Unified Soil Number Number (ft) Moisture ( /o) Classification • P-1 S-3 10.0 5 Silty, very gravelly, fine to coarse SAND SM m P-1 S-6 25.0 9 Silty, very gravelly, fine to coarse SAND SM ♦ P-2 S-3 10.0 30 SILT with sand ML * P-2 S-5 15.0 8 Silty, very gravelly, fine to coarse SAND SM O P-3 S-4 10.0 7 Silty, very gravelly, fine to coarse SAND SM � � South 356th Regional Figure Stormwater Facility Retrofit Grain Size Distribution A_� ASS� S Federal Way, Washington /r� � � � � � � � � � � � � � � � � � � � � � � S � � � � � � � � � � � � � � � � 238061.Ot0.Ott 72/2111 V:1238\061.Ot0\R1238061.Ot0.GPJ GRAINSIZEFIGURE 100 90 80 70 � m 3 60 a � 50 i� c U 4O a 30 20 ,o 0 U.S. Sieve Opening in Inches � U.S. Sieve Numbers I Hydrometer c i � � �� � .� �� �� �� ���ri111��1��►��■YI�I I�Y�1�11Y11�■�Yr111a11�����1111�■��� ■.■_��1,�..-�'t,,,�.._'1�„�.■_t�B1,..■_I�",.■■_ .. ■ _"",... �' � 1 „ � . ■ - "", � ■ ■ _' ", , , ■ . _ " 1 ", .. _ ,�■_�,�,,..■��I'1"�..-'I'1,�.■_II�,,,�■_I'1",■�_ ,�■_�"p,,..■��I""■�.-""„�■-I"�„�■_"11".■_ .�■���9,,.■■�����,�..�1''�,���_�'� ,.�■_'�1�,.�._ �������������1���1��������1�����������������1���� ������1�1��������1��������1�����������������1���� , . ■ _", , , . ■. � "' , � � ■. -""' � � ■ _ " �p 1„ ■ . _ "' � ,. ■. _ ,■■_"�a,,.■■�I'1'�,.-'1�„�■■_"9B1,■■._"11„■�_ ,.■-"q1,..■�","��� �"",��■-I'q,,,�■_","■�■_ ■�■-"11,.�■��1,1„�.- I""��■_"�,,,�■_"'�,■�._ ,.■_11�a,,,.■�"'11�■■-1",��.",�,,,. -"""._ ,��_I'q,,.�■�"'1,��._"1 ,�.�-'��",�■_"",■�.- ■..��„��..■������■.■��s�C�... ������■....�����■..� ����i�,������iiii�����i��������11d������iui����� ■■��i����■���ii�t�r���ii�������ii����■��i����■�a� ■���i�w��■■��ii�������i��������i�w����■■�ii���■��� �■��i�t������i�������ai����■������������i�������� „ , , ,. ,,, Cobbles Gravel Sand Silt or Clay Coarse Fine Coarse Medium Fine Symbol Exploration Sample Depth Naturalo Soii Description Unified Soil Number Number (ft) Moisture (/o) Classification � P-3 S-5 15.0 6 Silty, very sandy, fine to coarse GRAVEL GM 0 South 356th Regional Figure �U Stormwater Facility Retrofit Grain Size Distribution A-C ASS�CIATES Federal Way, Washington /1 V 1 ' � Groundwater (GW) Monitoring Record Measure Down feet from Existin Ground to GW Table Date P-1 P-2 P-3 10/31 /2011 16.8 14.5 15.7 11 /28/2011 16.2 14.6 15.8 12/19/2011 16.4 14.5 15.2 1 /27/2012 14.6 13.9 14.3 2/27/2012 14.9 13.7 14.5 3/30/2012 14.2 13.4 13.4 4/27/2012 14.8 13.1 14.1 5/25/2012 17.0 13.3 13.7 7/3/2012 15.1 13.1 13.5 4/3/2013 14.6 12.7 13.4 CONTRACT ADDENDUM NO. 1 S. 35G"' St. Regional Stormwater Facility Retrofit Construction Project RFB Number: RFB 13-106 Date of Issue: May 17, 2013 Date of Opening: May 20, 2013 Notice to all Plan-holders: This Addendum No. 1 containing the following revisions, additions, deletions, and/or ciarifications, is hereby made a part of the Plans and Contract Provisions (Contract Documents) for the above-named project. Bidders shall take this Addendum into consideration when preparing and submitting their bid. Bidders shatl attach this Addendum to lheir copy of the Contract Provisions; acknowledge receipt of Addendum No. 1 in tl�e space provided on the F3id Fprm. I. PLANS 1. Sheet C4 (5 of 14), T-fittings shown at the downstream end of Profile B and Pro�le C: i. These T-fittings are simp3y Tees that are connected directly to the upstream pipes. ii. These T-fittings' horizontal and vertical branches sha11 have the same diameter as the connected pipe. The vertical branch sliall go straight up. iii. Replace plan note "GRATE EL=" with "T�P OF T-FITTING EI; ". There shall be n� ga-ate on top of these T-fittings. iv. Tlie downstream side of the hor.izontal branch shal] be approximately 1 LF. II. SPECIAL PROViSIONS 1. Section 7-05.5 - Revise the first paragraph on page 46 to resYd: "Except for other bid items specifica2ly included in the Proposal, the unit Contract price per each of storm drainage structure of the type and size specified as listed above shall be fuli pay for furnishing, instatling and testing al] the work associated with the structure as described in the Standard Specifications and these Special Prdvisions, and as shown on the Plan, including but not Limited tc�, excavation, haul, disposal, dewatering if necessary, bedding, trench backfill, compaction, tennporary storm flow bypassing if necessary, flow restrictor assembly, secondary inlet, concrete partition walls, shear gates, steel birdcage lid, beehive grate, adjusting CB to grade, handling existing drainage structure covers, �+��� removin� CB #El top slab and reinstaIling it to adjacent #a wetland pond outfall, rernavin�; anci reinstallin 'g ��1��2 top s1ab, reni7av�n� and dis�asin� o�CS�� metal cover, �rating, hatch and support beams, handrails, and slide gates." ALL OTHER REQUIR�;M�;N"I'S OF THE CONTRACT IDOCUMENTS REMAIN IN EFFECT. CITY OF FEDEI2AL WAY ��������,� Fei Tang, PF., SWM Project Engineer P:\Construction\Bid Process\Bid I3ocumcntslAddendumlADQF.:NDIJM No I,docx C€$'t $}i � � SUMMARY 4F BIDDER INQUIRIES No. 1 S. 356th St. Regional Stormwater Facility Retrofit Construction Project RFB #13-106 Date: !vi€�y 17, 20 i'3' The responses to contractor's inquiries, unlass incorporated into a formal addendum to the coniract, aze not part of the contract and are provided fot the contractor's convenience only. The responses may be considered along with alt other informarion furnished to prospective bidders for the purpose of bidding on the project. The use of information provided in the responses to contractor's inquiries is not to be construed in any way as a waiver of the provisions nor excuse the contractor from iull compliance with the contract requirements. Bidders are cautioned that subsequent responses or contract addenda may affect or vary a response previously �iven and any such subsequent response or addenda should be taken into consideration when submitting a bicl for the project. ._._.�..._�..__ .._.._.._._�..,.....____-._-_ �3idder tnyuir}� i�Fc�, i Sheet C8 note Za requires a temporary l 8,000 cf retention pond to comply with the NPDES permit. I don't see where within the construction limits we could do this. Please clarify a location for this pond, or different means of stora e of the water so that it can be riced accordin 1. Gity oF�eti�:r�1 W�y R�spc��sc ' This temporary retention pond can be constructed anywhere within the premises of the wetland pond ' that will be constructed by the project. As the construction of the wetland pond progresses, the volume '' of this tem orar ond should be inco orated into the lar er wetland ond. END OF SUMMARY OF BIDDER INQUIRIES No. l _�. _...�.._. �.�_�.�.�.�..m. S. 356th St. Regional Stormwater Facility Retrofit_ RFB #13-106