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AG 14-100F'WORWY l EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIICl W ^ORKS / l reei�� j� �7 n n 2. ORIGINATING STAFF PERSON: l' C I IlIS-h re- M(J�I �� EXT: X L 3. DATE REQ. BY:J' Off✓ ay 1�I' 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) • PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT • PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT • GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG • REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) • ORDINANCE ❑ RESOLUTION ❑ CONTRACT iA^MENDMENT (AG #): Cl INTERLOCAL OTHER n LK 5. PROJECT NAME: S�j h S} (+ ZOO AYe S =f WtL— �� -T-fno rOVeyt'1Cfl(-.t, U )&4Cf- 6. NAME OF CONTRACTOR: h(i±('MQn WTI- TE-AJCLICnU(h ADDRESS: PO 150X 845 En Jn clo W)WIS 9802,2, E -MAIL: SIGNATURE NAME: ?)1-`(a (nckjn TELEPHONE: J(pO' f3aS' ��91 FAX: TITLE: Vice PM, / V7C7 7rS 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: (p I IdU14- / COMPLETION DATE: -40 LAMlrIC111 A cicuio. 9. TOTAL COMPENSATION: S r 9 Q) , C no 11 e O NCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF HMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: S IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 15010 4,41CO 139.5°15 •3'0 10. DOCUMENT / CONTRACT REVIEW IS PROJECT MANAGER si DIVISION MANAGER ® DEPUTY DIRECTOR DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) w LAW DEPT wMelm INITIAL/ DATE REVIEWED 9 a �4 4 - Y COMMITTEE APPROVAL 12. CONTRACT SIGNATURE ROUTING • SENT TO VENDOR/CONTRACTOR DATE SENT: f117-111!* • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT ❑ CHIEF OF STAFF G;/SIGNATORY (MAYOR O [RECTO GYCITY CLERK LGKASSIGNED AG # V SIGNED COPY RETURNED IVRETURN ONE ORIGINAL COMMENTS: EXECUTE "�" ORIGINALS INITIAL / DATE SIGNED AG# too Ac DATE SENT:. wl %I ul+ INITIAL/ DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: k! N a al -2014c 11/9 AG #: 14 -100 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 1 PROJECT NUMBER CHANGE ORDER NUMBER S320th Street at 20"' Ave S Intersection Improvements Water Quality Vault PROJECT TITLE SUMMARY OF PROPOSED CHANGES: This Change Order No. I covers the work changes summarized below: 1(3 - CD - 2D14 EFFECTIVE DATE Hoffman Construction, Inc. CONTRACTOR 1. PROJECT RETAINAGE Exhibit D (Retainage Bond) of the executed contract AG14 -100 is hereby deleted and replaced with the attached "Exhibit C -1" Changes to the Bid Schedule — S320th Street at 20th Ave S Intersection Improvements Water Quality Vault 1. There are no changes to the existing bid items. The total change amount is an increase of $0.00. The time provided for completion in the Contract is ® Unchanged ❑ Increased by &�) Working Day ❑ Decreased. 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 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. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 589,958.80 PREVIOUS CHANGE ORDERS $ 0.00 THIS CHANGE ORDER $ 0.00 NEW CONTRACT AMOUNT $ 589,958.80 V to SIGNATURE MARWAN SALLOUM, P.E. PUBAC WORKS DIRECTOR DATE Ci rl EXHIBIT C-- L CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way Bid /Contract Number 33325 8th Avenue South Federal Way, WA 98003 -6325 253 -835 -7000 IDENTIFICATION AND DESCRIPTION Project Title S 32t h '3t c -k Loth Contractor H�� Ana✓` C 1t t C Bid No. RFC 14— 1(-j5 City Representative Chri�tin2 N Project Authority T r,c . Representative Koren 11--g min Date6115 4 Administering Department P V\/ PE Funding Source Lii RETAINAGE FORMULA In accordance with applicable State Statutes, the following provisions will be made for the disposition of the retainage held for investment: All investments selected below are subject to City approval. 2. Retainage under this agreement will be held in escrow by the (referred to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the investment program and the risk thereof is to be borne entirely by the contractor. ' 3. The final disposition of the contract retainage will be made in accordance with applicable statutes. CONTRACTOR'S INSTRUCTIONS ' Pursuant to RCW 60.28.0 10 I hereby notify the City of Federal Way of my instructions C1 to invest Anot to invest the retainage withheld under the terms of this contract. If the investment option is selected, please provide the following information: ' Name of Bank, Mutual Fund, or Savings & Loan Association: Address: Account #: Contact Person: Contractor: Date: By: Title: Address: Phone: Fed ID #: Est. Completion Date: ' CITY APPROVAL Approval of Investment Program and Retainage Agreement inance Director Date CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No. Project Title: tI hereby certify, as Contract Administrator for this Contract representing the City of Federal Way, that all work required by the above cited contract was completed on and final acceptance by the City was granted on I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department Also, please find attached certifications by the applicable state agencies of the receipt of: 1) Washington State Business Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept. of Labor & Industries); and 3) Employment Security, Unemployment Insurance Premiums (State of Washington Employment Security Dept.) S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 48 RFB # 14 -105 March 2014 RETURN TO: v�' �,(� ExT:- CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS/ 2. ORIGINATING STAFF PERSON: llr� `��1(�'L �� �J��P Y\ EXT: 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) PUBLIC WORKS CONTRACT El SMALL OR LIMITED PUBLIC WORKS CONTRACT '❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/ CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION • CONTRACT AMENDMENT (AG#): ❑ INTERLOCAL • OTHER pS 5. PROJECT NAME: 6. NAME OF CONTRACTOR: {�11�yy1G 1 COY1�Y Gl�fl ADDRESS: P0. (COI g`FS , Fn.�m�. \n:� W1-1 �%Se�� TELEPHONE: b�0)$a5 -191 E -MAIL: FAX: SIGNATURE NAME: TITLE: Vi CC 'pre - I C1er�} 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 #14 10a`E19000 00 BL, EXP. 12/31/ K UBI # IDQW4'13(0-4 , EXP. a_/30 /1_4 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: Wi —"Ain AD way-,loq dGti) 0-S WOr'K ��inrJly��n\ . 9. TOTAL COMPENSATION: $ 7- � , �Ci (INCLUDE EXPENSES AND SALESTAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES REIMBURSABLE EXPENSE: ❑ YES I F NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: VYES ❑ NO IF YES, $ �7 0�� �� PAID BY: CONTRACTOR ❑ CITY PURCHASING: PLEASE CHARGE TO '6 0 t ,- 01? , A5 -) - j,,-)S . 3r�-N 10. DOCUMENT/ CONTRACT REVIEW ❑ PROJECT MANAGER ❑ DIVISION MANAGER ❑ DEPUTY DIRECTOR ❑ DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) ❑ LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) INITIAL/ DATE REVIEWED INITIAL / DATE APPROVED COMMITTEE APPROVAL DATE: 5 am 0S- 12. CONTRACT SIGNATURE ROUTING Et/SENT TO VENDOR/CONTRACTOR DATE SENT: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS •� LAW DEPT CHIEF OF STAFF �( SIGNATORY (MAYOR 6it'5TmECTQR)&hV CITY CLERK ASSIGNED AG # SIGN D COPY RETURNED RETURN O t-ORIGINAL IN L/ DATE SIGNED 1 t, - F & -L- Ll - " COMMENTS: l w %-, EXECUTE',' " ORIGINALS up A-0 \el. oMm ' '3 (4A a C I COUNCIL APPROVAL DATE: DATE REC' D: (0 1a 114 Corporations: Registration Detail Page 1 of 2 Corporations Division - Registration Data Search HOFFMAN CONSTRUCTION, INC. Purchase Documents for this Corporation » (Orderpocs.aspx ?ubi= 600247364) UBI Number 600247364 Category REG Profit /Nonprofit Profit Active /Inactive Active State Of WA Incorporation WA Filing Date 09/01/1977 Expiration Date 09/30/2014 Inactive Date Duration Perpetual Registered Agent Information Agent Name RANDY R HOFFMAN Address 27633 SE 400TH WAY City ENUMCLAW State WA ZIP 980220845 Special Address Information http: / /www.sos.wa.gov /corps /search_detail.aspx ?ubi= 600247364 6/2/2014 Corporations: Registration Detail Page 2 of 2 Address PO BOX 845 City ENUMCLAW State WA Zip 980220845 Governing Persons Title Name Address President,Treasurer HOFFMAN , PO BOX 845 RANDY ENUMCLAW , WA 980220845 ROY Vice President HOFFMAN , 17906 106TH STREET CT E BRET BONNEY LAKE, WA 98391 RAN DAL Vice HOFFMAN , 27633 SE 400TH WAY President,Secretary,Chairman KAREN ENUMCLAW , WA 980227725 ANNE Vice President HOFFMAN , 11200 174TH AVE E BRADLEY BONNEY LAKE, WA 983918113 Purchase Documents for this Corporation » (Orderpocs.aspx ?ubi= 600247364) Washington Secretary of State Corporations Division 801 Capitol Way South PO Box 40234 Olympia, WA 98504 -0234 (360) 725 -0377 http: / /www.sos.wa.gov /corps /search_detail.aspx ?ubi= 600247364 6/2/2014 ffVffNA# CONSTRUCTION, INC GRADING. SITE DEVELOPMENT. TRUCKING PO Box 845 Office: 360- 825 -9797 Enumclaw, WA Fax. 360- 802 -9797 98022 -0845 License: HOFFMC1931 D9 TO: City of Federal Way Attn. Christine Mullen 33325 8th Avenue South Federal Way, 98003 PHONE: 253- 835 -7000 WE ARE SENDING YOU: ❑ Attached ❑ Shop Drawings ❑ Specifications ❑ Submittals ❑ Under separate cover via ❑ Contract/Subcontract ❑ Copy of Letter 01! SEE ITEMS BELOW LETTER OF TRANSMITTAL DATE: 06/02/14 JOB : S320th ST at 20 Ave S Intersection Improvements Water Quality Vault Project RFB No. 14 -105 ATTENTION: Christine Mullen RE: Contract Documents the following terms: ❑ Plans ❑ Samples ❑ Change Order ❑ Prints COPIES DATE DESCRIPTION 3 6/2/14 Signed Contract 3 6/2/14 Signed Retainage Bond- Exhibit D 3 6/2/14 Signed Notice to Labor Unions or other Employment Organizations Nondiscrimination in Employment- Exhibit E 3 6/2/14 Certificate of Insurance- Exhibit F 3 6/2/14 Performance/Payment Bond- Exhibit G 3 6/2/14 City of Federal Way Business License Proof of Authority was emailed to Christine on 5- 29 -14. THESE ARE TRANSMITTED as checked below: For approval ❑ ❑ For your use ❑ As requested ❑ ❑ For review and Comment ❑ ❑ FOR BIDS DUE REMARKS: Approved as submitted ❑ Resubmit copies for approval Approved as noted ❑ Submit copies for distribution Return for Corrections ❑ Return corrected prints 20 ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: KAREN HOFFMAN ORIGINAL CONTRACT CITY CLERK COPY CITY OF Federal Way BID AND CONTRACT DOCUMENTS AND SPECIFICA TIONS FOR S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault RFB #14 -105 City of Federal Way Public Works 33325 Eighth A venue South Federal Way, WA 98003 S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault March 2014 1 ATTENTION: S 320TH STREET AT 20TH AVENUE S INTERSECTION IMPROVEMENTS WATER QUALITY VAULT RFB 14105 All Bidders and Planholders Addendum No.1 April 10, 2014 IYou are hereby ngffied that in Addendum No. 1, the Plans and/or Bid and Contract Documents and Speaficafions for'S 320th Street at 20 Avenue S Intersection Improvements Water Quality Vault are amended as follows: ' A. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS 1) Section 8-02.4 'Measurement shall be deleted and replaced with the following: Section 8-02.4 is supplemented with the following: "Topsoil Type C ", will be measured per cubic yard compacted in-piace along the grade and slope of the area covered immediately after application to the specified depth. The depth of topsoil shah be four inches (4 "), measured compacted in place. Incidental to'Topsoil Type C' shall be `Seeded Lawn Installation' as shown on the plans or as directed by the City. "Bark or Wood Chip Mulch ", will be measured per cubic yard compacted in-place along the grade and slope of the area covered immediately after application to the specified depth. The depth of bark or wood chip mulch shall be three- inches (3 "). 2) Section 8-02.5 'Payment' shall be deleted and replaced with the following: Section 8-02.5 Is supplemented with the following: "Topsoil Type C ", per cubic yard. The unit contract price per cubic yard for "Topsoil Type C" shall be full pay for providing the source of material for topsoil Type C, for pre - excavation week control,.excavatkV, loading, hauling, Intermediate windrowing, stockpiling, week control on stockpiles or windrows, and removal, placing, spreeiding, processing, cultivating, and compacting topsoil Type C. Seeded lawn installation is Incidental to this bid item mid no additional payment shall be made. "Bark or Wood Chip Mulch ", per cubic yard. The unit contract prig per acre for "Bark or Wood Chip Mulch" shall include all materials, labor, took, and equipment to load, haul, and spread the bark or wood chips In the areas disturbed during construction, or as directed by the Engineer. ' B. BID FORM (ATTACHMENT C) Remove the bid form (pages 15-23) and replace with the attached revised bid form. This updated bid farm rettects the revised units of measurement for topsoil 8 bark or wood chip mulch as detailed above. The updated form also provides a space for sales tax to be included for Schedule B. C. NIGHT AND WEEKEND WORK WAIVER (APPENDIX D) Please insert the attached pages (night and weekend work hours waiver dated 11 .08.2012 & email extension approval dated 03.21.2014) after the "Appendix U' divider page. D. PREVAILING WAGES AND BENEFIT CODE KEY (APPENDIX A) Replace Washington State Prevailing Wages, effective date 02.03.2014 (pages A -1 through A-46) with Ahe current Washington State Prevailing Wages, effective date 04.15.2014 (pages 1 through 17). E. BID OPENING The bid opening date has r changed. All bidders are required to acknowledge receipt of this addendum on page 20 of the Bid Form. Failure to do so may cause rejection of the bid. ' CITY OF FEDERAL. WAY Christine J. Mullen, PE _ _ Street Systems Project Engineer CITY OF FEDERAL WAY S 320th Street at 2M Avenue S Inb III n Improvements Wafter Quality vault BID FORM Bidder: Date: ITEM BID AMOUNT A) Schedule A Roadway Work $ B) Schedule B Lakehaverl t!#iiity District Work $ Washington State Sales Tax $ TOTAL SCHEDULE B TOTAL BID AMOUNT $ (including Washington State sales tax, all other ovemment taxes assessments and charges) To City Council Members City of Federal Way 33325 Sth Ave South Federal Way, Washington 98003 -6325 Pursuant to and in compliance with your advertisement for bids for construction of S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault, 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 mainteriance of S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault, and hereby proposes to furnish all labor, materials and perform all work as required In strict accordance with the contract documents,; for the above - referenced amount, inclusive of Washington State sales tax and all other government takes, assessments and charges as required by law. The required bid security consisting of a certified check, bid bond, or cashier's check In an amount, of not less than five percent (5%) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages In the event this bid is accepted by the City within forty -five (45) calendar days after the day of the bid opening and the undersigned fails to-execute the S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Public Works Contract and to provide the required certificate of Insurance to the City, under the conditions thereof, within thin (10) calendar days after the Notice' of Award; otherwise said Bid Security will be retumed to the undersigned. i Bond or Certified Check Dollars ($ ' The Bidder shall complete ttris entire Bid Form or this bid may be considered non - responsive. The . City may correct obvious mathematical emus. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14105 Water Quality Vault Page 19 March 2014 The city of Federal Way reserves the right to reject any and all bids, waive any inf ffnalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. Receipt of the following Addendums is hereby acknowledged: Addendum No. Date Issued: Addendum No. _ Date Issued: Addendum No. Date Issued: Corporation /Partnership/Individuai Firm Name (Ddete Twat Bidder's State Ucense 'No. Signature Bidder's State Tax No. Title S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 20 March 2014 A#�Nar►er)tC S 320th Street at 201h Avenue S T *@ ledfbn Improvente�tts Water Quality Vault" , RFB ,No.14 -1 ©5 NOTE: Unit prices for all hems, all extensions, and the total amount bid mast be shown. Al entries must be typed or ent:emd In ink. Schedule A: Roadway Work All Unit Price in Bid Schedule A shall include Sales Tax per Section 1 -07.2(1) of the , Standard Specifications nun No. Bid now DeN rlpttlM Unib Plan Unit Price ExtwWlad Amount 1 MOBILIZATION L.S. 1 2 REMOVING DRAINAGE PIPE L.S. 1 3 REMOVING DRAINAGE STRUCTURE EACH 1 4 REMOVING CEMENT CONC. SIDEWALK S.Y. 74 5 REMOVING CEMENT CONC. CURB AND GUTTER L.F. 110 6 REMOVAL ( COh1TAMINATED'SOIL EST. 1 $1,000 $1,000 7 SAWCUTTING S.F. 185 REMOVAL AND DISPOSAL OF HAZARDOUS MATERIAL EST. 1 $5,000 $SXO 9 CATCH BASIN TYPE 2 54 IN. DIAM. EACH 1 10 CL V REINF. CONC. STORM SEWER PIPE 12 IN. DIAM. L.F. 116 11 FLOW SPUTTER EACH 1 12 STORWATER TREATMENT SYSTEM L.S. 1 13 STORMWATER PRETREATMENT SYSTEM L.S. 1 14 CRUSHED SURFACING BASE COURSE TON 138 IS PLANING BITUMINOUS PAVEMENT S.Y. 308 16 TEMPORARY PAVEMENT TON 26 17 HMA CL 1/2 IN. PG 6422 TON 110 18 ASPHALT COST PRICE AD]USTMENT CALC 1 $1,000 $1,000 19 INLET PROTECTION EACH 10 20 BARK OR WOOD CHIP MULCH CY . 3 21 TOPSOIL TYPE C CY 3 22 ESC LEAD DAY 30 23 EROSION/WATER POLLUTION CONTROL EST, 1 $12 = $12,000 S 320th stmt at 20th Avenue S Intersection Improvements RFB # 14105 M ' Water Quality vault Page 21 arch 2014 Item NO. Bid Item Description Unbs Punt Unit Price Edended Amount 24 CEMENT CONC. TRAFFIC CURB AND GUTTER L.F. 110 25 PAINT LINE L.F. 385 26 CONSTRUCTION SIGNS CLASS A S.F. 80 27 PLASTIC TRAFFIC ARROW EACH 1 28 TRAFFIC CONTROL SUPERVISOR L.S. 1 29 F LAGGERS AND SPOTTERS HOUR 480 30 OTHER TRAFFIC CONTROL LABOR HOUR 80 31 PORTABLE CHANGEABLE MESSAGE SIGN HOUR 1,600 32 PEDESTRIAN TRAFFIC CONTROL L.S. 1 33 PROJECT TEMPORARY TRAFFIC CONTROL L.S. 1 34 STRUCTURE EXCAVATION CLASS B INCL. HAUL C.Y. 876 35 SHORING OR EXTRA EXCAVATION CLASS B INCL. HAUL S.F. 1,200 36 GRAVEL BACKFILL FOR PIPE ZONE BEDDING C.Y. 40 37 TYPE B PROGRESS SCHEDULE L.S. 1 38 GRAVEL BORROW FOR TRENCH BACKFILL INCL. HAUL TON 156 39 CEMENT CONC. CURB RAMP EACH 1 40 CEMENT CONC. SIDEWALK S.Y. 30 41 CONNECTION TO EXISTING DRAINAGE STRUCTURE EACH 1 42 CLEANING EXISTING DRAINAGE STRUCTURE L.S. 1 43 HEALTH AND SAFETY PLAN L.S. 1 44 ROADWAY SURVEYING L.S. 1 45 SPCC PLAN L.S. 1 46 ROADSIDE CLEANUP EST. 1 $3,500 $3,500 47 MINOR CHANGE CALC 1 $40,000 $40,00 48 STRUCTURAL SHORING SYSTEM L.S. 1 49 REPLACE EX GRATE WITH VANED GRATE EACH 2 50 UTILITY POTHOLING EST. 1 $2,000 $2,000 51 AS -BUILT SURVEY AND RECORD DRAWINGS L.S. 1 TOTAL SCHEDULE A S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 22 RFB # 14-105 March 2014 Schedule Bt Lskehaven Ud ty District Work Item Me. BEd Itsm 0 iption Unks Pig - Unit Pride Exbmww Att ci t' 1 MOBILIZATION L.S. 1 2 SAWCUTTING S.F. 160 3 REMOVAL OF CONTAMINATED SOIL EST. 1 $2,000 $2,000` 4 REMOVAL AND DISPOSAIL OF HAZARDOUS MATERK EST. 1 $1,000 $1,000 S CRUSHED SURFACING BASE COURSE TON 17 6 HMA CL. 1/2 IN. PG 64-22 TON So 7 ASPHALT COST PRICE ADJUSTMENT CALC 1 $15Q $150 8 GATE VALVE 12 IN. EACH 1 9 DUCTILE IRON PIPE FOR WATER MAIN 12 IN. DIAM. L.F. 160 10 ESC LEAD DAY 5 11 EROSION/WATER POLLUTION CONTROL EST. i $I�Soo $45w 12 TRAFFIC CONTROL SUPERVISOR L.S. 1 13 FLAGGERS AND SPOTTERS HOUR 100 14 PROJECT TEMPORARY TRAFFIC CONTROL L.S. 1 1S STRUCTURE EXCAVATION CLASS B INCL. HAUL C.Y. 125 16 SHORING OR EXTRA EXCAVATION CLASS B INC L. HAUL S.F. 900 17 MINOR CHANGE CALC 1 $2,500 $2,SW 18 UTILITY POTHOLING EST. 1 $1,000 $1,000 19 AS-BUILT SURVEY AND RECORD DRAWINGS L.S. 1 SUBTOTAL SCHEDULE B' SALES TAX AT 9.5% TOTAL SCHEDULE B S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault !I- /i;c Appendix D cin of �, Federal Way November 8, 2012 Brian Roberts City of Federal Way - PW 33325 8`h Avenue South Federal Way, WA 98063 -9718 CITY HALL 33325 8th Avenue South Federal Way, WA 98003 -6325 (253) 835 -7000 WWW..dtjofsedara com RE: File #12- 105091- 00-AD; S 320TH STREET NIGHT AND WEEKEND WORK HOURS WAIVER Dear Mr. Roberts: On November 7, 2012, the City of Federal Way's Department of Community and Economic Development received your request for a night and weekend work hour exception. Your request allows the Public Works Department to reconstruct the intersection at South 3201h Street and 20'h Avenue South. The project will also construct a new water quality vault at the 31600 block of 200 Avenue South. Additional improvements include upgrading storm sewer on South 320" Street between the 1800 and 2200 blocks, saw cutting asphalt pavement, pacing, curb and gutter, sidewalks, and channelization. Your requested variance indicates an expected beginning date of May 2013 through December 2013, from 8:00 p.m. to 7:00 a.m. Monday through Friday, 8:00 p.m. Friday to 9:00 a.m. Saturday, and 9:00 a.m. to 8:00 p.m. on . Sundays and holidays for the duration of the project. WORK HOUR EXCEPTION Pursuant to Federal Way Revised Code (FWRC) 19.105.040, development activities and heavy equipment operations are not permitted outside the hours of 7:00 a.m. and 8:00 p.m., Monday through Friday, and 9:00 a.m. and 8:00 p.m., Saturday. However, the Director of Community and Economic Development may grant revocable written permission to engage in development activity other than the above permitted times, in accordance with FWRC 19.105.040(2)(a): a) Any exception must be requested by advance written request to the director, including a description of the specific exception(s) requested; proposed temporary construction mitigation measures for any related impacts such as traffic, noise, and glare; and an analysis of how the request meets the following criteria: ' i. The work will not result in substantial adverse impacts to surrounding properties. ii. The exception is necessary to avoid undue delay of project completion and/or long- term inconvenience or disruption to the public. APPROVAL The primary reason for conducting nighttime work is to lessen the impacts to traffic. The project lies within the City Center commercial zone. The Commons mall fronts the south right -of -way. The north right -of -way abuts numerous strip and satellite commercial developments. The one noise sensitive property is the Clarion Hotel, which is adjacent to the water quality vault site on 20th Avenue South, but is 1,000 feet from South 320" Street. Second row development is also commercial in nature. This will meet the criteria of FWRC 19.105.040(2)(x). Based on your written request, the Director of Community and Mr. Roberts 11 November 8, 2012 See ai�oxhed erra ;.k Page 2 -for ex-4ention Economic Developme, , ereby grants you revocable approval to engage in construction activity Uff 2013 throW Decembsir 2013, from 8:00 p.m. to 7:00 am. Monday through Friday, 8:00 p.m. Friday to Maa.m. Saturday, an 9.7m) a.m. to 8:00 p.m. on Sundays and holidays for the duration of the project. CLOSING Please be advised that the city may revoke or modify any exceptions approved under this section based on verified complaints that the development activity or equipment operation does not meet the terms of the approved exception, or if the activity creates some unanticipated and verifiable adverse effect. Should you have any questions regarding this decision, please contact Planning Intern Stacey Curry at CD .Volunteer@cityoffederalway.com, or 253- 835 -2622. Sincerely, Isaac Conlen ~ Planning Manager for Patrick Doherty, Director c: Stacey Curry, Planning Intem IZ- 105091 D"j D 61575 El t 1 Christine Mullen Subject: FW: S320th /20th Night & Weekend Work Hours Waiver From: Isaac Conlon 'Sent: Friday, March 21, 2014 9:08 AM To: Christine Mullen Subject: RE: 5320th /20th Night & Weekend Work Hours Waiver Hi Christine. I have considered your request. Given that there no residential structures near this location and that night time work will be beneficial with regard to minimizing business and traffic disruption, you request to extend nighttime and weekend work hours for this project is approved. 1-hil extension is valid froin to a thr h the, ad Qf 0 Consider this email to be your approval, subject to the same limitations as the original approval Best, Isaac From: Christine Mullen Sent: Friday, February 28, 2014 3:51 PM To: Isaac Conlon Subject: S320th /20th Night & Weekend Work Hours Waiver Isaac, As i mentioned in our conversation this mornmg, we had a previous night and weekend work hours waiver for the 5320th 5t at 20'' Ave S protect (see attached). When this waiver was approved, the project consisted of both the improvements at the intersection as well as the installation of the water quality vault on 20'h at the former AMC site. When the project was bid for construction last year, only the intersection improvements were included. The water quality vault portion is now being bid separately next month with construction scheduled to occur this summer. The waiver that was issued on 1 1/5/2012 expired on December 2013. 1 would like to get an extension /renewal of the waiver so that we have the night * weekend work hours pre- approved for the upcoming water quality vault construction. Construction for the water quality vault protect will be completed by the end of 2014. Thanks, ^- Christine Chridi" J. MuNm P. L City of federal Way Public Works Departmerrt Street Systems Ptojed Engine► Christine.Mu4itnO dyoftederaiway.com 33325 8th Ave 5 Federal Way, WA 9!063 (2 531 83 5 -2723 pored Phone R53J 835.2769 Fsx Page l of 17 State of Washington Department of Labor & Industries Prevailing Wage Section Telephone 360- 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 _ Washington State 1 9t Prevailing Wage e 9 The PMAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 04/15/2014 r httDs:// fortress. wa. aovMi /waselookau/DrvWaizelookun.asnx 4/9/2014 Tr Holiday Note King Mbestos Abatement MaM Journey Level Joumey Level $41.69 $64.44 JV King King Brick Masog Bride And Block Finisher $43.26 5A 1M King _ jM10 Journey Level $50.12 $ A King in Pointer- Caulker•Cleaner . $50.12 1/YI King BuJWWV Se X1L [Mate= Janitor $20.59 M M King bfiding Servic ; Traveling Waxer /Shampooer $1t-001 5S 2F King Window Cleaner (Non- Scaffold ) Window Cleaner (Scaffold) $24.29 $25.15 z Z M ZE King BuRding ,$mice Employees King Cabinet ers in Sh Journey Level Acoustical Worker $22.74 $50.82 1 King Carpenters King Carpenters Bridge, r Dods And Wharf Carpenters $50.82 KQ IM King QEpenters Carpenter $50,82 5D i King QW4= Carpenters on Stationary Tools $50.95 M King Carpenters Creosoted Material $50.92 2D. 1M King Qam= Floor Finisher $50.82 5Q M King Ca to Floor Layer $50.82 5D 1M King QMgnters Scaffold Erector $50.82 5R A King ent Masons Journey Level $51.18 7A IM King Qb= 11 LMgM Diver $105.37 �Q King King Divers_Et T ders givers Et Indga Diver On Standby $59.50 1 Diver Tender $54.82 M King King Dens ft_Tender Diversl Surface Rcv & Rov Operator $54.82 5D 1M Surface Rcv & Rov Operator Tender $51.07 5A JA Kf ng QMAMftdM Assistant B $53.00 5Q 1E King Qcedge Workers Assistant Mate (Deckhand) $52.58 5a r httDs:// fortress. wa. aovMi /waselookau/DrvWaizelookun.asnx 4/9/2014 Page 2 of 17 King Boatmen $52.30 ,5Q X King Dredge Workers Engineer Weider $54.041 5D 3F King Dredge ftkea Leverman, Hydraulic $55.17 5Q King Dred a Workers Mates $52.30 5D 3F King Dredge Workers Oiler $52.58 5D King .. cator Journey Level $50.82 5D 1H King Qrvwatl Tapers Journey Level $50.87 , i2 19 King Electrical Fixture Maintenance Journey Level $25.84 5L 1E King Electricians - Inside Cable Splicer $65.69 7C 2W King Etectricians - Inside Cable Splicer (tunnel) $70.52 7S 2 King Electricians - Inside Certified Welder $63.49 7C King �e,,,ctricians - Inside Certified Welder (tunnel) $68.101 7M 2w King Electricians - Inside Construction Stock Person $35.69 7C 2W King Electridans - I sn ide Journey Level $61.30 7 29 King Electricians - Inside Journey Level (tunnel) $65.69 7C 2W King Electricians - Motor Shoo Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Etectocig�s - Powerline Construction Cable Splicer $68.33 5A 4A King Electricians -: Powerline construction Certified Line Welder $62.50 5A 4A King Electricians - Powertine Groundperson $42.56 5A 4A King Electricians - Powertine Q09ructim Heavy Line Equipment Operator $62.50 5A 4A King Electricians - Powerline Construction Journey Level Lineperson $62.50 5A 4A King Electricians - Powerline C" ruction Line Equipment Operator $52.47 5A 4A King Electricians - Powerline Construction Pole Sprayer $62.50 5A 4A King Electricians - Powertine )�onstructori Powderperson $46.55 5A 4A King Electronic Technicians Journey Level $31.00 1 King EkSLQr constructors Mechanic $80.14 7Q M King Elevator Constructors Mechanic In Charge $86.77 7D 4A King Fahricated erecasl CoIacrete All Classifications - In- Factory Work Only $15.25 5a JA Products King Fence Erector $15.18 1 King Mnega Journey Level $35.34 7A 31 King Glaziers Journey Level $53.76 7L 1y King Up4t 4 Frost Insulators -And Asbestos Workers Journeyman $58.93 U 75 King Heating Equipment Mechanics Journey Level $69.37 7F 1E King Hod Carriers Ft Mason Tenders Journey Level $42.99 7A 31 King ID,duStlial PM guum Journey Level $9.32 1 httr►e•/ /fewh%mee qua natty 419n.014 Page 3 of 17 htMc-// fnrtrec c. wa. vnvA ni /waoelankunlnrvWaaelookun.ast)x 4/9/2014,: t pas King fttjnsLl=en Boat Operator $54.57 K King Cook $50.95 5A King lftng Boatmen khand $51.19 5B 1K King Deckhand Engineer $52:18 King IntwW- Boatmen Launch Operator $53.40 §6 1K King Mate $53.40 56 King IrJsvection /Cleanft /Sealim Of Cleaner Operator, Foarner Operator $31.49 1 Sewer & Water gms By King ln%X=jQoICleanIne/SeaLjng Of SftW &_ Watef 5=M By Grout Truck Operator $11.48 j King Inspection /C jn,,g,alinr„Of: Sewer it Water $vstemst Remote Contr Head Operator $24.91 1 King Inspection /Cleaning /fig Of Sewer ]a Wa &erU &it Technician $19.33 King Inspection /Cleaning /Sealing.Of Tv Truck Operator $20.45 1 Sewer & Water $yg= By King' JpLulation A ica Journey Level $50.82 Kktg jEqawad= Journeyman $59.77 ZH '1Q King Laborers Air, Gas Or Electric Vibrating Screed $41.69 7A 31 `King Laborers Airtrac Drill Operator $42.99 7A 11 King lall?S2= Ballast Regular Machine $41.69 ZA: 31 Kirkg Laborers Batch Weighman $35.34 _7A t King Labg= Brick Pavers $41.69 ZA atl King LoOrM, Brush Cutter $41.69 7A i King Labom Brush Hog Feeder $41.69 jg King LahMrs Burner . $41.69 7A 1 King jahamrs Caisson Worker $42.99 ZA II King LLborers Carpenter Tender $41.69 LA I King Caulker $41.69 ZA 11 King U ` rers Cement Dumper - paving $42.46 7A 11 King JaWrM Cement Finisher Tender $41.69 7A 11 King rers Change House Or Dry Shack $41.69 7A 31 King IWXM Chipping Gun (under 30 Lbs.) $41.69 ZA King Laborers Chipping Gun(30 Lbs. And Over) $42.46. ZA 31 _King IAIIIW= Choker Setter $41.69 ZA 21 King 614gers, Chuck Tender $41.69 7A 31 King I aborers Clary Mower Spreader $42.46 7A 31 .King La ers team -up Laborer $41.69 7A 31 King Caxrete.Dumper /chute $42.46 7A 31 htMc-// fnrtrec c. wa. vnvA ni /waoelankunlnrvWaaelookun.ast)x 4/9/2014,: t Page 4 of 17 httns :// fortress. wa. izov/ lni /waaelookun /r)rvWaaelookun.asnx 419/2014 Operator King LaboreEj Concrete Form Stripper $41.69 7A 31 King LAW= Concrete Placement Crew $42.46 Z6 11 King Wborers Concrete Saw Operator /core Driller $42.46 7A 31 King Laborer Crusher Feeder $35.34 7A. 31 King WheIrm Curing Laborer $41.69 7A King Lab, orers Demolition: Wrecking & Moving (inct. Charred Material) $41.69 7A 31 K King Laborers Ditch Digger $41.69 7A 31 King L Diver $42.99 Z® 11 King Laborers Drill Operator (hydraulic, diamond) $42.46 7A 3 King Worers Dry Stack Waits $,41.69 7A 3 King . LaW= Dump Person $41.69 7.e 11 King Laborers Epoxy Technician $41.69 7A 31 King LWaMa Erosion Control Worker $41.69 7A 31 King Laborers Fatter & Bucker Chain Saw $42.46 7A 31 King laborers Fine Graders $41.69 ZA I King LAbam Firewatch $35.34 Z6 11 King Lahore Form Setter $41.69 7A 31 King "bQre.[§ Gabian Basket Builders $41.69 7A 31 King Laborers General Laborer $41.69 7A 31 King 14borea Grade Checker & Transit Person $42.99 7A King Laborers Grinders $41.69 _7A 31 King Laborers Grout Machine Tender $41.691 7A 31 King LAboE= Groutmen (pressure)including Post Tension Beams $42.46 7A 31 King UUM Guardrail Erector $41.69 Z6 11 King La� borers Hazardous Waste Worker (level A) $42.99 7A 31 King laborers Hazardous Waste Worker (level B) $42.46 7A 31 King Laborers Hazardous Waste Worker (level C) $41.69 7A 31 King Lab revs High Scaler $42.99 7A 31 King Ldwmrs Jackhammer $42.46 7A King Laborers Laserbeam Operator $42.46 7A 31 Ki ne latarm Maintenance Person $41.69 Z6 I King hor;ers Manhole Builder - mudman $42.46 ZA I King laborer Material Yard Person $41.69 7A 31 King L&borera Motorman -dinky Locomotive $42.46 7A 31 King Laaborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & $42.46 7A 3 httns :// fortress. wa. izov/ lni /waaelookun /r)rvWaaelookun.asnx 419/2014 Page 5 of 17 https:// fortress. wa.g ov/ lni /wagelookup/prvWaRelookui).asi)x 4/9/2014 Rock, Sandblast, Gunite, Shotcrete, Water Bla, Kingho Pavement Breaker $42.46] King La rers Pilot Car $35.34 7A 31 King LWW= Pipe Layer lead $42.99 ZA I King Laborers Pipe Layer /tailor $42.46 7A 31 King UW=I Pipe Pot Tender $42.46. ZA I King Laborers Pipe Renner $42.46 7A 31 King Lam, Pipe Wrapper $42.46 ZA at King Mbprers. Pot Tender $41.69 7A King UbQ= Powderman $42.99 Z9 31 King Laborers Powderman's Helper $41.69 7A 31 King 1bo Power Jacks $42.46 7A I King laborers Railroad Spike Puller - Power $42.46 7A 31 King tww= Raker - Asphatt $42.99 - Z8 31 King W&M Re- timberman $42.99 7A 31 King LWW= Remote Equipment Operator $42.46. ZA King Labor Rigger /signal Person $42.46 7A 31 King Rip Rap Person $41.69 ZAj King LOS Rivet Buster $42.46 ZA X King Laborers Rockier $42.46 7A 31 King We= Scaffold Erector $41.69 M 31 King Laborers Scale Person $41.69 7A 31 King LAW= Sloper (over 2(") $42.46 ZA 21 King Laborers Sloper Sprayer $41.69 7A 31 King LW4= Spreader (concrete) $42.46 ZA 31 King Lftrea Stake Hopper $41.69 7A 31 King Stock Paler $41.69 ZA .1 King Lam Tamper & Similar Electric, Air ff Gas Operated Toots $42.46 7A 31 King Laborers, Tamper (multiple lit Self - propelled) $42.46 7A 31 King Wborers Timber Person - Sewer (lagger, Shorer & Cribber) $42.46 7A 31 King Wk2rers Toolroom Person (at Jobsite) $41.69 7A 31 King " Topper $41.69 7A King La ers Track Laborer .$41.69 7A 3 King Track Liner (power) $42.46 ZA 31 King Lft= Traffic Control Laborer $37.79 ZA 31 King Laborers Traffic Control Sypervisor $37.79 7A: 31 8R King Truck Spotter $41.69 ZA 31 King Laborers Tugger Operator $42.46 77A 31 King lAOLM Tunnel Work - Compressed Air Worker 0-30 psi $60.06 ZA If AQ King Laborers Tunnel Work-Compressed Air $65.09 IA7 21 AQ https:// fortress. wa.g ov/ lni /wagelookup/prvWaRelookui).asi)x 4/9/2014 Page 6 of 17 https:// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/9/2014 Worker 30.01 -44.00 psi King Lab orers Tunnel Work - Compressed Air Worker 44.01 -54.00 psi $68.77 7A 31 King Lab orers Tunnel Work- Compressed Air Worker 54.01.60.00 psi $74.47 7A 31 King Laborers Tunnel Work - Compressed Air Worker 60.01 -64.00 psi $76.59 7A 31 King aborers Tunnel Work - Compressed Air Worker 64.01 -68.00 psi $81.69 7A 31 N King Laborers Tunnel Work - Compressed Air Worker 68.01 -70.00 psi $83.59 7A 31 King La rers Tunnel Work - Compressed Air Worker 70.01 -72.00 psi $85.59 7A 31 King Laborers Tunnel Work - Compressed Air Worker 72.01 -74.00 psi $87.59 7A 31 King Laborers Tunnel Work -Guage and Lock Tender $43.09 7A 31 King Laborers Tunnel Work -Miner $43.09 7A 31 King r s Vibrator $42.46 ZA 31. King Laborers Vinyl Seamer $41.69 7A 31 Kin Watchman $32.12 7A It King Lw revs Welder $42.46 77A King Laborers Well Point Laborer $42.46 7A 31 King Lab2= Window Washer /cleaner $32.12 ZA King Laborers - Unders;round Sewer General Laborer Et Topman $41.69 7A 31 King Laborers - Underground Sewer Pipe Layer $42.46 7A 1 King Landscape Construction Irrigation Or Lawn Sprinkler Installers $13.56 1 King Landscape Construction Landscape Equipment Operators Or Truck Drivers $28.17 1 King Landscape Construction Landscaping or Planting Laborers $17.87 1 King Lathers Journey Level $50.82 50 1H King Marbie. Setters Journey Level $50.12 5A Im King Metal Fabrication In Shop) Fitter $15.86 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication in Shopi Machine Operator $13.04 1 King Metal Fabrication (in Shop-1 Painter $11.10 1 King Metal Fabrication in Shoel Welder $15.48 1 King Millwright Journey Level $51.92 5D 1M King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular 8uildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.40 l https:// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/9/2014 Page '7 of 17 King Tool Maintenance $11.56 1 King Build s Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Levet $37.80 6Z King Journey. Levet $51.07 52 Kong Plaster Journey level $49.29 7Q 1 R Kin elaY ound ft Park Era)ppjgat In hers Journe Level $9.32 1 King P. UMbl[l & eiWjft= Journey l.evet $73.69 §Z lft King P r E ' ment QggLators Asphatt Ptaot Operators $53.49 7A 3C King Power WgIment Qpff.= rs Assistant Engineer $50.22 ZA X King Power EcPA=t ODerators Barrier Machine (zipper) Batch Ptant Operator, Concrete $53.00 $53.00 7A 7A x W_ King Power Eouggment Operators King Power EauigM= Oberators Bobcat $50.22 7.,6 King Lower Cq&Ment Operators Brokk - Remote Demolition Equipment $50.22 7A 3C SP King Po er E ui ent tors Brooms $50.22 ' 7A King, Power Equipment QWrators Bump Cutter $53.00 ZA x r King Pier EgWRM tuts Cableways $53.49 79 ? King Power. EqujgM_.0jj= Chipper $53.00 ZA 3C King B= EquiRment Qpm Compressor $50.22 7A $ King Power- ,Equipment. Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $53.49 A 3C King Power Equipment ators Concrete Finish Machine -laser Screed $50.22 79 X W King Power EquipjMervt Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $52.58 7A X BE King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $53.OD 7A 3C 8P King eower EgujRmCQt Conveyors $52.58 7A JC at King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $53.00 7A 3C 8P King Power Equipment Operators; Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (including Jib With Attachments) $54.04 7A 3C SP King Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or 25(Y Of Boom (including Jib With Attachments) $54.61 7A SP King Power Equipment Operators - Cranes: 45 Tons Through 99 Tons; tinder 15U Of Boom ( incksding Jib With Attachments) $53.49 7A 3C, 8P - King Power EQuilXnent Operators Cranes: A -frame - 10 Tons And Under $50.22 7A 3C httbs :// fortress. wa. stov/ lni /waactookuv/vrvWagelookup.asvx 4'/9/2014 Page 8 of 17 King Power Wuipment Operators Cranes: Friction 100 Tons $54.61 7A Through 199 Tons King Power Equigment Q rr�e ators Cranes: Friction Over 200 Tons $55.17 ZA x BE King Power E ui ment ftrat2.rs Cranes: Over 300 Tons Or 300' $55.17 7A 3C 8P Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $52.58 Attachments A -frame Over 10 Tons King Power E ui ment Operators Crusher $53.00 7A 8P King Power Equipme t_Operators Deck Engineer /deck Winches $53.00 _7A x BE (power) King Power Equipment Operators Derricks, On Building Work $53.49 7© x King Power Equipment 0 erators Dozers D -9 & Under $52.58 7A 3C it King power Equi moment 0 erp ators Drill Oilers: Auger Type, Truck $52.58 7A x V. Or Crane Mount King Pier EauiRM= Operators Drilling Machine $53.00 7A X $e; King Power Equipment Operators Elevator And Man - lift: $50.22 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $53.00 7A 3C 8P Gamaco & Similar Equipment King Power Eaui mp ent 0 ern ators Forklift: 3000 Lbs And Over $52.58 Z x "a With Attachments King Power Eaui mQ ent 0 erp ators Forklifts: Under 3000 Lbs. With $50.22 7A x R Attachments King Power Equipment Operators Grade Engineer: Using Blue $53.00 ZA x w Prints, Cut Sheets, Etc King Power Eaui meet 0 erg ators Gradechecker /stakeman $50.22 7A King Power E ui ment 0 erators Guardrail Punch $53.00 7A 3C 8P King Power Equioment Operators Hard Tail End Dump $53.49 7A Articulating Off- Road Equipment 45 Yards. & Over King Power Equipment Operators Hard Tail End Dump $53.00 7A 3C 8P Articulating Off -road Equipment Under 45 Yards King Power Egui meant 0 erp ators Horizontal /directional Drill $52.58 _7A x i Locator King Power Equipment 0 erators Horizontal /directionat Drill $53.00 7A x $Q Operator King Power Eaui ment 0 erP ators Hydralifts /boom Trucks Over 10 Tons $52.58 7A x 8P King Power Eaui mp ent Operators Hydralifts /boom Trucks, 10 $50.22 J.g x B Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. $ $54.04 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. But $53.49 7A 3C Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $53.00 7A 3C 8P Yards ht s: / /fortress.wa. ov /hii/w elooku / rvW x 4/9/2014 ip g aA p p agelookup.asp King jjjffLjtj Loaders, `Plant Feed $53-00 ZA King P er E%LigMent Qgerat2rs Loaders: Elevating Type Bett $52.58 7A King Power FguipMent Qpg= rs Locomotives, Alt $53.00 7A King Power E ui ment 2Wators Material Transfer Device $53.00 7A l King Power Eaui, moment ators Mechanics, Alt (teadmen - $0.50 Per Hour Over Mechanic) $54.04 ZA X W. King Power E W rent Ckrrraton Motor Patrol Grader. - Near finishing S52.58 7A X King Power Eauinment QUergtors Motor Patrol Graders, Finishing $53.49 ZA X I King _ Power Equipment Operators Mucking Machine, Mote, Tunnet Drill, Boring, Road Header And /or Shield $53.49 7A C SP King Power WRment QR=to rs Oft Distributors, Blower Distribution & Mulch Seeding Operator $50.22 ZA X ` it King Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $52.58 7A 3C ' King Power.-Equipment Oergtors Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $53.00 7A 3C-' �P King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $54.04 7A - 8P King Power Equipment Qaeratas Overhead, Bridge Type: 45 Tons Through 99 Tons $53.49 7A X BE King Power UO2Ment doeratnrs Pavement Breaker $50.22 ZA King Power Equipment Operators Pile Driver (other Than Crane Mount) $53.00 7A. 3C $P King Power Eggl2ment 2perators Plant Oiler - Asphalt, Crusher $52.58 LA 3C 81) King EMr Wiest Opera cxs Posthote Digger, Mechanical $50.221 ZA King PowerE i ment 2gM&jW Power Plant $50.22 TA King Power Equipment Operators Pumps - Walter $50.22 ZA X Be King Powe i t Q�md 9, Hd 41, D10 And Over $53.49 7A 3C King Power Equipment Q tors Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $50.22 7b X fie King Power Equipment O„g„efators Remote Control .Operator On Rubber Tired Earth Moving Equt $53.49 7A King Egm EguiQMent And Beltman $50.22 Z9 King r E t , r tors Rollagon $53.49 7A King Roller, Other Than Plant Mix $50.22 79 King Power Equipment, rators Roller, Plant Mix Or Multi -lift Materials $52.58 7A- SP King Power EguiRment QpM Roto -milt, Roto grinder $53.00 7A ' King Power ui t t rs Saws . Concrete $52.58 7 , X le King Scraper, Self Propelled under 45 Yards, $53.00 7A Jt A King Power EgWgMent Q= Scrapers = Concrete $ Carry Alt $52.51, ZA $l' King et' Scrapers, Self- propelled: 45 $53.49 TA 3C 8P https -// fortress. wa. lgovAni /wagelook*prvWagelookup.aspx 4/9/Ml*' x Page 10 of 17 https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/9/2014 Yards And Over King Power E ui ment 0 erators Service Engineers - Equipment $52.58 7A 3C 81P King Po= Equipment Operators Shotcrete /gunite Equipment $50.22 79 $� King Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $52.58 7A 3C King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $53.49 7A 3C 8P King Power E uipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $53.00 Z X V_ King Power Equipment Qperato rs Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $54.04 7A King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $54.61 7A 3C 8P King Power E ui ment O rators Slipform Pavers $53.49 3C 8P King Power Equipment 0 ep rators Spreader, Topsider ft Screedman $53.49 ff7A $e King Power Equipment 0 ep rators Subgrader Trimmer $53.00 ZA $P King Power Equipment 0 erators Tower Bucket Elevators $52.58 7A 8P King Power Equipment Operators Tower Crane Over 1751n Height, Base To Boom $54.61 77A X BE King Power Equipment Operators Tower Crane Up To 175' in Height Base To Boom $54.04 7A 3C $P King Power Equipment Operators Transporters, All Track Or Truck Type $53.49 7A 3C 8P King Power E ui ment Operators Trenching Machines $52.58 7A 3C 813 King Power Equipment Operators Truck Crane Oiler /driver - 100 Tons And Over $53.00 77A King . Power Equipment Operators Truck Crane Oiler /driver Under 100 Tons $52.58 Z King Power Equipment goerators Truck Mount Portable Conveyor $53.00 7A S King Power E ui merit rators Welder $53.49 7A 3C 8P King Power Egui mp ent 0 actors Wheel Tractors, Farman Type $50.22 7A X BE King Power gquigment,Qpjr4t qrs Yo Yo Pay Dozer $53.00 7A 3C Ak King Power Equipment 01erators- Asphalt Plant Operators $53.49 nder round Sewer ft Water King Power Eaui° ein nt Operators- Assistant Engineer $50.22 7.A $e Underground Sewer ft Water King Power Equipment Operators- Barrier Machine (zipper) $53.00 7A Underground Sewer ri Water King Egmr Equipment Operators- Batch Plant Operator, Concrete $53.00 j.A X AE Underground Sewer ft Water King Power Equipment-Operators; Bobcat $50.22 7A 3C 8P Underground Sewer it Water King Power Equipment Operators- Brokk - Remote Demolition Equipment $50.22 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Brooms $50.22 7A 3C 8P Underground Sewer ft Water https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/9/2014 Page 11 of 17 King Power Eguipment Ogerators- . Bump Cutter $53.00 7A X le King Power Equipment O Cableways $53.49 7A x Under round Sew r & &ALer King Power Equipment Operators- Chipper $53.00 7A x R Up&jround Sewer' er King Power Equipment Operators - Under round 5=E I fflitgr Compressor $50.22 7A King Power Equi men Qggrators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Over 42 M $53.49 ZA x BE King Power Equipment Operators- Concrete Finish Machine -laser Screed $50.22 7A 3C 8P jjndergawd Ssm ft Water King Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $52.58 7A 3C SP Underground Sewer & Water King Power E pment Qperators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $53.00 7,A x V_ Undereround Sewer & Water King Power Equipment Operators- Conveyors $52.58 7A 3C 8P Underground Sewer 8 Water King Power Egui , enj. ; Mors- Cranes: 20 Tofu Through 44 Tons With Attachments $53.00 7A 3C 8P King Power Equipment fors- Crate: 100 Tons Through- 199 Tons, Or 150' Of Boom (Including, Jib With Attachments) $54.04 7A Underground Sewer $ Water King power Egui mp nt Operators- Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $54.61 7A P Underground Sewer & Water King Power E i o - Cranes: 45 Tons Through 99 Tons, Under 15a Of Boom (including Jib With Attachments) $53.49 7A 3C 8P Underground, Sewer 11-Water King Power Equipment Operators- Cranes: A -frame - 10 Tons And Under $50.22 7A 3C 8P Underground Sewer & Water King Power.Ecuimnt t,ertors; Cranes: Friction 100 Tons Through 199 Tons $54.61 7A 3C 8P King Power Equipment Operators- Cranes: Friction Over 200 Tom $55.17 7A 8P Underground Sewer & WAja King Power Equipment aerators- Cranes: Over 300 Tons Or 300 Of Boom (including Jib With Attachments) $55.17 •7A 3C 8P King Power Eg_uipent 0 ors- Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $52.58 7A _x A Underground Sewer & Water King Power Equipment Operators- Unglrj Lq& Sewer Water Crusher $53.00 A $P• King Power Equipment Operators- Deck Engineer /deck Winches (power) $53.00 ZA x V nder round Sewer_& ilKate King Power Equipment Operators- Derricks, On Building Work $53.49 7A I 8P httnc- / /fnrt►rc.q. wa. pov/ lni /waveloninm /nrvWagelookun.asnx 4/9/2014 I[] 1 I" 1 1 Page 12 of 17 0 httnc - / /fi% trpce wa anvA ni /waaPlc►nk»n /nrvWaueinokun.acnx 4u9/2014 King Power Equipment Operators- Underground Sewer it Water Dozers D -9 £t Under $52.58 7A 3C 8 King Power Equipment Ne_rators- Underground Sewer i-t Water Drill Oilers: Auger Type, Truck Or Crane Mount $52.58 7A 3C 8P . King Power Equipment Operators - Underground Sewer it Water Drilling Machine $53.00 7A 3C 8P' King Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $50.22 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators - Finishing Machine, Bidwell And Gamaco Et Similar Equipment $53.00 7A 3C 8P Und=round Sewer 8 Water King Power Equipment Operators - Forklift: 3000 Lbs And Over With Attachments $52.58 7A 3C Underground Sewer Et Water King Power., Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators, Grade Engineer: Using Blue Prints, Cut Sheets, Etc $53.00 7A 3C 8P• Uadtground Sewer & Water King Power Equipment Operators - Gradechecker /stakeman $50.22 7A 3C $P Underground Sewer 8 Water King Power Equipment Operators- Guardrail Punch $53.00 7A 3C 8P Underground Sewer Et Water King Power Eaui mp ent OQ ors- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. ti Over $53.49 jA $L' Underground Sewer Et Water King Power Equipment Qperators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $53.00 7A 3C SP Underground ,Sewer Et Water King Power Eaui mp ent Op grators- Horizontal /directional Drill Locator Horizontat /directional Drill Operator $52.58 $53.00 77A ZA Under round Sewer Et Water King Power Equipment 0 erators- Under round Sewer Sr Water King Power Eaui mp ent Operators- Hydralifts /boom Trucks Over 10 Tons $52.58 ZA 8P Underground Sewer 13 Water King o5e+ Water Hydratifts /boom Trucks, 10 Tons And Under $50.22 ZA 8P King Power Equipment Operators- Loader, Overhead 8 Yards. £t Over Loader, Overhead, 6 Yards. But Not including 8 Yards $54.04 $53.49 ZA ZAA �P Underground Sewer & Water King Power equipment Operators - Underground Sewer Et Water King Power Equipment rators- Loaders, Overhead Under 6 Yards $53.00 ZAP Underground Sewer Et Water King Rower E uipment rators - Loaders, Plant Feed $53.00 ZA Under round - Sewer.& -Water King power Equipment erators- Loaders: Elevating Type Belt $52.58 7A $e Underground Sewer ft Water King Power Equipment Operators- Locomotives, All $53.00 7A 3C 8P Underground Sewer Ek Water King Power Eguipment_Operators- Material Transfer Device $53.00 7A 3C SP Underground Sewer it Water King Power Eguipment Operators- Mechanics, All (leadmen - $54.04 7A 3C 8P httnc - / /fi% trpce wa anvA ni /waaPlc►nk»n /nrvWaueinokun.acnx 4u9/2014 httns:/f frrrtress .wa.aovAni /waQetookuWnrvWaaeltw kun.asnx 419/2014 1 1 Underground Sewer & Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Grader - Non- finishing $52.58 7A 3C 8P Underground Sewer & Water King Power Eauipment Operators - Motor Patrol Graders, Finishing $53.49 7A 3C ap t ndWru -der & Water King Power Equipment Operators - Mucking Vie, Mole, Tunnel Drill, Boring, ,,Road Header And /or Shield $53.49 7A Uodergr=u Sewer & Water King Power E%d=ent OW ators. Undo- mround Sewer R Water Oil Distributors, BlowBr Distribution & Mulch Seeding Operator $50.22 7A x A9 King ETM Eguigm„,t Outside Hoists (elevators And Manlifts), Air Tuggers,strato $52.58 7A 3C OP Und ffgEQ nd Sewer & Water King Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $53.00 7A 3C sp King Power Eauigment QR2MM- Overhead, Bridge Type: 100 Tons And Over $54.04 7A 3C sp , Und ja=d Sewer & W= King Power Laui,U= QMtters- Overhead, Bridge Type: 45 Tans Through 99 Tons $53:49 7A 3t' 8P UBftgr=d Sewer a Water King Power Equipment Operators- Pavement Breaker $50.22 7A 3C SP Underground Sewer Et W= King Power Equipment Qglag n Pile Driver Than Crane Mount) $53.00 7A 3C SP King Power 9quiRment ators- UnftLoog Sewer, r Plant Oiler-- Asphalt, Crusher $52.58 ZA x Ae King Power Eadgment Operators- UndlEgound. Sewer & Wa r Posthole Digger, Mechanical $50.22 ZA , X King Power EWpment Operators - roar 5 MW A ftter Power Plant $50.22 jA x AE King PAMAW Eauriernent Ofttat©rs- UpftgVAA S Mw & W ater Pumps - Water $50.22 jA x King Power UM Q=t QQta Under ound §Mr & Water Quad 9 Hd 41, D10 And Over $53.49 IA x W King Power EqWRMent Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $50.22. 7A x er A W r King Power Equipment gMttM Remote Control Operator On Rubber Tired Earth Moving Equipment $53:49 7A X ! U, n�$Kp�,md Severer & Water King Power EauiRlDent atexs- nder round §Mer & W ter Rigger. And Belirnan $50.22 A SP King Power EqWRment QWrators- Rollagon $53.49 A Under round Wwe ater King der Equipment Operators - Roller, Other Than Plant Mix $50.22 jA x Ae UndCMEQUqd 5j= Et WatgE King Pow Eaul tft MVgM- Roller, Plant Mix Or Multi -lift Materials $52.58 7A 3C 8P SON= ff Water King Power Equipment Q ators -' Roto -mitt', Row-grinder $53. 7A X Ujldff=Md 52M 1 W= King Power Equipment Operators- Saws - Concrete $52.58 7A 3C 8P , httns:/f frrrtress .wa.aovAni /waQetookuWnrvWaaeltw kun.asnx 419/2014 1 1 Page 14 of 17 httt)s: // fortress. wa. gov/ lni /wagelookuv /vrvWagelookuD.asox 4/9/2014 Uddff&L nd Son 4 M er King Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $53.00 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Scrapers - Concrete & Carry All $52.58 7A 3C 8P Underground Sewer & Water King Power Equipment Operators - Scrapers, Self- propelled: 45 Yards And Over $53.49 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators- Service Engineers - Equipment $52.58 7A 3C 8P Underground Sewer i* Water King Power Equipment Operators- Shotcrete /gunite Equipment $50.22 7A 3C Underground Sewer ft Water King Power Equipment Operators - Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons. $52.58 7A 3C. 18 Underground Sewer & Water King Power Equipment Operators - Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $53.49 7A 3C 8P UndergroundSewer Ft- Water King Power Equipment erators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $53.00 jA X BE Un!jffjround Sewer Water King Equipment erators- Shovel, Excavator,, Backhoes: Over 50 Metric Tons To 90 Metric Tons $54.04 ZA 3S 11 _P9= Underground Sewer & Waxer King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $54.61 7A 3C 8P Underground Sewer & Water King Power Eau pment Operators- Slipfo m Pavers $53.49 ZQ $� Under round Sewer & Water King Power Equip ent Operators- UndeWoMd Sewer & Water Spreader, Topsider & Screedman $53.49 7,g King Power Equipment Operators- Subgrader Trimmer $53.00 ZA X f Underground Sewer &Water King Power E uigment rators- Tower Bucket Elevators $51.58 7A ` Under round Sewer & Water King Power Egui ment erators- Tower Crane Over 175'in Height, Base To Boom $54.61 A Underground Sewer & Water King Power Egui meant Operators- Tower Crane Up To 175' In Height Base To Boom $54.04 ZA X Underground Sewer & Water King Power Equipment erators- Transporters, All Track Or Truck Type $53.49 7A X $e Underground Sewer & Water King Power Equipment Operators - Trenching Machines $52.58 A X Underground Sewer & Water King Power Equipment Operators- Truck Crane Oiler /driver - 100 Tons And Over $53.00 7A X $� Underground Sewer & Water King Power Equipment Operators - Truck Crane Oiler /driver Under 100 Tons $52.58 ZA X F UndeWgund Sewe Water King Power Equipment Operators- Truck Mount Portable Conveyor $53.00 A Underground Sewer Et Water King Power Equipment Operators- Welder $53.49 7A 3C 8P Underground Sewer ff Water King Power Equipment Operators - Wheel Tractors, Farmall Type $50.22 7A 3C 8P Underground Sewer & Wafer King jkxnent d peraterst Power - Em Yo Yo Pay Dozer $53.00 7A 3C 8P httt)s: // fortress. wa. gov/ lni /wagelookuv /vrvWagelookuD.asox 4/9/2014 Page 15 of 17 httos. // fortress. w&e ovA ku /waaclookun/orvWaizelookuv.asux 4/9/2014 Uod=MWd Sewer & Water_ King Powgr Line Clearance Tree Journey Level In Charge $44.86 5A 4A King Power Line Clearance Tree Irim Spray Person $42.58 5A 4A King Line Ctearance Tree Tree Emit Operator $44.86 5A 4A King PoweWnegLijjM Tree Tree Trimmer $40.08 SA King P!pwer Lint: Clearance I= Tree Trimmer Groundperson $30 20 5A 4A, King jqfygi era i„ & Ai c cow 11M MMU= Journey Level $72.46 1 King RgWMjILt Irk Journey Level $50.12 5A 9 King ResidenjW QEMM Journey Level $28.20 1 King Res tint COO Journey Level $22.64 1 _' King ` . - .. Journey level $39.62 "King Residential D U Tikws Journey Leven $50.81 1E King §esidentiai Electricians Journey Level .$30.44 1 King MgaWt. gig4jers Journey Level $36.20 1: King Residential Insulation Journey Level $26.28 j King ftsidential- 4b2M Journey Level $23.03 1 King, Journey Level $24.09 j King RgMential Painters Journey Level $24.46 1 King umbers & Pi fit rs Journey Level $34.69 1 King Journey Level $72.46 fLZ 1 King rs Journey Levei (Field or Stop) $41.84 ZE jg King Residential Soft Fiaor Lavers Journey Level $42.15 59 X12 King Residential Sprinkler fitters (Fite P,rtectionl Journey Level $42.48 2R King ftlidSpLigi 5&gne ftILns Journey Level $50.12 5A 1M. King Wdential r .tourney Level $46.% 5g im King Residential Terrazzo /Tile Journey Level $21.46 1 King nt' ! Titg SILt_ers Journey Level $25.17 1 King Bgq 2Vrt= Level $44.71 King Using Irritable Bituminous Materials $47.71 5A ad King Sheet W&t Wgd= Journey Level (Field or Shop) $69.37 7F U King Abumikons &,Shie W& Boilermaker $40.12 7 King SWUhMog I ft UWr.-, Carpenter $38.24 ,ZQ King i Electrician $37.80 70, King ShiRbuilding &• Ship Rgnair Meat & Frost Insulator $58,93 $! httos. // fortress. w&e ovA ku /waaclookun/orvWaizelookuv.asux 4/9/2014 Page 16 of 17 King ft building £t Ship RCp& Laborer $36.78 ZQ King Shipouitding & Ship Repair Machinist $37.81 70 38 King Shi buitdin ff Shjp -ftw r Operator $40.15 _70 King Shipbuilding 8t Shi R air Painter $37.79 70 3B King Shipbuilding St Shia ftair Pipefitter $37.77 70 A King Shipbuilding ft Ship Repair Rigger $37.74 70 3B King Shipbuilding 8 Ship Repair Sandblaster $36.78 ZQ A King Shipbuilding tt Ship Repair Sheet Metal $37.74 70 ZB King Shipbuilding 8 Ship Repair Shipfitter $37.74 ZQ R King Shipbuilding tt Ship Repair Trucker $37.59 70 A King Shipbuilding L Ship Repair Warehouse $37.64 7Z King Shipbuilding &Shi Re air Welder /Burner $37.74 70 3B King Sign Makers & Installers Etec ncat Sign Installer $22.92 1 King Sign mgrs ft Installers .Electri al Sign Maker $21.36 1 King Sign Makers ft installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers &t Installers (Non- Sign Maker $33.25 Electrical King Soft Floor La ers Journey Level $42.15 5A 3D King Solar Controls For Wince Journey Level $12.44 King Sprinkler Fitters (Fire PratectioN Journey Level $69.59 5C iX King Stage Rigging Mechanics (Non Journey Level $13.23 1 King Ltone Mlsons Journey Level $50.12 5A 1M King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 King SurvaQrs Assistant Construction Site Surveyor $52.58 7A King m=m Chainman $52.06 7A King Surveyors Construction Site Surveyor $53.49 7A 3C 8R King T'etecommunication echnicians Journey Level $22.76 1 King Telephone Line Construction - Cable Splicer $36.01 5A 2A Outside King Telephone Line Construction - Hole Digger /Ground Person $20.05 5A 2 Outside King Tetephone Line Construction - Installer (Repairer) $34.50 5A 2A Qutside King Telephone Line Construction - Special Aparatus Installer I $36.01 5A 2B Outside _ King Telephone Line Construction - Special Apparatus Installer tl $35.27 5A 2B isls King Telephone Line Construction - Telephone Equipment Operator (Heavy) $36.01 5A Z Q& King Telephone Line Construction - Telephone Equipment Operator $33.471 5A 2B httas: // fortress. wa. eov/ lni /waizelookut)/t)rvWaQelookun.asnx 4/9/2014 Page 17 of 17 httm • / /fnrtrPCC. wa. onvAni /Wsaot -innki in /nrvWaoelnnknn. a cnx 4/9/2014 (Light) King jfte ,Une _§ struc ion. - Telephone Lineperson $33.47 5A 7.8 ��utside King Je ftone Line Construction - Television Groundperson $19.04 5A 2B King jglephone Line Construction - Television Lineperson /Installet $25.27 5A 20 King Telephone Line �tru - Television System Technician $30.20 5A 2B „iW King Telephone Line Construction - Television Technician $27.09 5A 26 King Telephone Line Construction - Tree Trimmer $33.47 5A 2B King IMIM Workers, Journey Level $46.96 5A 1 M King Zite Seth Journey Level $21.65 1 King Tile, Marble &t Terrazzo Finisher $37.79 5A King Traffic Control tri rs Journey Level $42.33 7A 1K King IWGk Drivers Asphalt. Mix Over 16 Yards (W.. WA -Joint Council 28) $48.87 M 3A ail. King Truck Drivers Asphalt Mix To 16 Yard (W. WA-Joint Council 28) $48.03 Q JA IL King Truck Drivers Dump Truck & Trailer $48.87 5D 3A King =ruck Drivers Dump Truck (W. WA- Joint Council 28) $48.03 JQ JA AL King I ¢ vers Other Trucks (W. WA -Joint Council 28) $48.87 ]A IL King Truck Drivers Transit Mixer $43.23 King Well Drilters ft Irrigation Pump Irrigation Pump Installer $17.71 1 aliens King Wei; Driller r%..lrrigaft.P_ump, Oiter $12.97 1 King Well Drillers £t irrigation Pump Well Driller $18.00 1 Ingftrs httm • / /fnrtrPCC. wa. onvAni /Wsaot -innki in /nrvWaoelnnknn. a cnx 4/9/2014 BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault RFB # 14 -105 Bids Accepted Until 11:00 a.m., April 15, 2014 Bids Opened 11:10 a.m., April 15, 2014 AT: City of Federal Way 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: BergerABAM Inc. 33301 Ninth Avenue S., Suite 300 Federal Way, WA 98003 FEDERAL WAY, WASHINGTON R ... ............. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault March 2014 TABLE OF CONTENTS PAGE ' PUBLIC NOTICE — REQUEST FOR BIDS ......................................... ..............................1 BIDDER'S CHECKLIST ................................................................... ..............................3 NO BID RESPONSE FORM (Attachment A) ................................... .............................18 SECTION 1: INSTRUCTIONS TO BIDDERS ..................................... ..............................5 ' SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS .............................12 NO BID RESPONSE FORM (Attachment A) ................................... .............................18 1 BID FORM (Attachment B) ........................................................... .............................19 ' BID SCHEDULE (Attachment C) ................................................... .............................21 BID SIGNATURE PAGE (Attachment D) ........................................ .............................24 ' BID BOND FORM (Attachment E) ................................................. .............................25 SUBCONTRACTOR LIST (Attachment F) ....................................... .............................26 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) .......................27 ' CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) ........ .............................29 PUBLIC WORKS CONTRACT (Attachment I) ................................. .............................30 (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 ............................ GREEN PAGES ._ SPECIAL PROVISIONS ............................................... ............................... BLUE PAGES STANDARD PLANS AND DETAILS ... ............................... WHITE PAGES ......................... ' PREVAILING WAGES AND BENEFIT CODE KEY (Appendix A) ................... PINK PAGES WSDOT STANDARD PLANS ( Appendix B) ................ ............................... WHITE PAGES S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 ' Water Quality Vault Page i March 2014 FEDERAL WAY STANDARD DRAWINGS (Appendix C) ............................ WHITE PAGES NIGHT AND WEEKEND WORK WAIVER (Appendix D) ............................ WHITE PAGES S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page ii March 2014 CITY OF FEDERAL WAY ' REQUEST FOR BIDS S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault RFB # 14 -105 ' SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through April 15, 2014, until 11:00 a.m., at the City Hall Purchasing Office or by US Mail at City of Federal Way, Purchasing Office, 33325 8th Avenue South, Federal Way, Washington 98003. Proposals received after 11:00 a.m. on said date will not be considered. ' BID OPENING: All bids will be opened and read publicly aloud at 11 :10 a.m. on Tuesday, April 15, 2014, at City Council Chambers, 33325 8th Avenue South, Federal Way, Washington, for this RFB. ' All bid proposals shall be accompanied b a bid deposit b a cashier's or certified check or Bid P p P Y P Y 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: ' The installation of a stormwater bypass, treatment system, and associated piping and structures along 20th Avenue South. The work includes the construction of curb, gutter, and sidewalks; ADA curb ramps; setting utility manholes and lids to grade; and the placement of hot mix asphalt. The ' work also includes the demolition, removal, and disposal of asbestos cement water piping, which will be replaced with ductile iron piping. The Contractor shall complete all work within 40 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 Christine Mullen, P.E., Street Systems Project Engineer, by facsimile at (253) 835 -2709, or by letter addressed to ' Christine Mullen, P.E., Street Systems 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 #14 -105, S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault. Informational copies of maps, plans, and specifications are available for review at the Public Works Department, ' Federal Way City Hall, 33325 8th Avenue South, Federal Way, Washington. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 ' Water Quality Vault Page 1 March 2014 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, 200 SW Michigan St, Suite 100A, Seattle, WA 98106 , Valley Plan Center, 10002 Aurora Avenue North, #36, PMB 334, Seattle, WA 98133 Reed Construction Data, 30 Technology Parkway South, Suite 500, Norcross, GA 30092 Builders Exchange of Washington, 2607 Wetmore Avenue, Everett, WA 98201 ' Contractor Plan Center, 14625 SE 82 "d Drive, Clackamas, OR 97015 Contractor's Resource Center, 2301 So Jackson Street, Suite 101B, Seattle, WA 98144 Isqft Planroom, 2606 2nd Ave #244, Seattle, WA 98121 oregon- washingtonft- isgft.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.F.R., Department of Transportation, Subtitle A, Office of the Secretary, , Part 21, Nondiscrimination in Federally- assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any 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. However, regardless of the date of award, or Notice to Proceed, the Contractor must complete all work under this project within 40 working days. ' 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 21st day of March, 2014. Dates of Publication: ' Daily Journal of Commerce: March 22, 2014 , March 29, 2014 Federal Way Mirror: March 21, 2014 March 28, 2014 S 320th Street at 20th Avenue S I Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 2 March 2014 ' 1 BIDDER'S CHECKLIST 1 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) 1 The Bid Form shall be completed and fully executed, including filling in the total bid amount. I 1 S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 1 Water Quality Vault Page 3 March 2014 ❑ Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. ❑ Bid Signature Page (Attachment D) 1 The Bid Signature Page shall be filled in and fully executed by the bidder. El 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 Affidavit and Certification Form (Attachment G) ' This form must be subscribed to and sworn before a Notary Public and notarized. ' ❑ Contractor's Compliance 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 identifier 1 number and, as applicable, an employment security department number and state excise tax registration number. I 1 S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 1 Water Quality Vault Page 3 March 2014 SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded: ❑ Public Works Contract (Attachment I) The successful bidder will fully execute and deliver to the City the S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Public Works Contract ("Contract') from these Bid Documents. ❑ Contractor's Retainage Agreement or Retainage Bond (Exhibit C or D) The successful bidder will fully execute and deliver to the City the Contractor's Retainage Agreement or Retainage Bond. ❑ Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment (Exhibit E) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. ❑ Certificate of Insurance (Exhibit F) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/ Payment Bond (Exhibit G) The successful bidder will provide a fully executed Performance /Payment Bond as appropriate. ❑ Business License I The successful bidder will provide a copy of a current Business License with the City of Federal Way. , S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 4 1 1 7 7 RFB # 14 -105 March 2014 ' SECTION 1: INSTRUCTIONS TO BIDDERS ' 1 -1 Time and Place for Submission and Opening of Bids ' Sealed bids must be submitted by 11:00 a.m. local time on April 15, 2014, to the Purchasing Office of the City of Federal Way (the "City'), located on the second floor of City Hall, or received by US Mail at City of Federal Way, Purchasing Office, 33325 Eighth Avenue S, Federal Way, Washington, 98003 -6325, and will be publicly opened and read aloud in City Hall Council Chambers on April 15, 2014, at 11:10 a.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 "B" issued by the City as part of these contract documents, without reservation or amendment. Bids must be typewritten or printed in ink. Upon completion, the Bid Form and the bid bond or certified check and any requested information shall be placed in a sealed envelope. On the outside of the envelope, place the bid name, bid number and the time bids are due. 1 -3 Bid Signature All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized representative, with the address. If the bid is made by an individual, the name, signature, and address must be shown. If the bid is made by a firm or partnership, the name and address of the firm or partnership and the signature of at least one of the general partners must be shown. If the bid is made by a corporation, the bid shall show the title of the person authorized to sign on behalf of the corporation, his or her title and the address. The City reserves the right to request documentation showing the authority of the individual signing the bid to execute contracts on behalf of anyone, or any entity, other than himself /herself. Refusal to provide such information upon request may cause the bid to be rejected as nonresponsive. 1 -4 Bid Withdrawal Due to Error Bids may not be withdrawn due to a claim of error in a bid unless written notice of such claim and supporting evidence for such claim including cost breakdown sheets are delivered to the City within forty-eight (48) hours prior to the opening of bids. S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 5 RFB # 14 -105 March 2014 1 -5 Modification of Bid A modification of a bid already received will be considered only if the modification is received prior to the time announced for bid opening. All modifications shall be made in writing, executed and submitted in the same form and manner as the original bid. 1 -6 Examination of Bid and Contract Documents — Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and /or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. 1 -7 Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall _be. made by facsimile, or by mail and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1 -1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the bid. 1 -8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1 -9 Bid Price The bid price shall include everything necessary for the completion of the contract including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales tax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and /or the total price, the unit price will govern and the extended amount and /or total price will be corrected accordingly. However, downward correction of a bid, which would displace the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 6 u 1 Ij n RF13 # 14 -105 March 2014 ' l 1 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 City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non - Collusion (Attachment G) with their bids. 1 -14 Evaluation of Bids It is the intent of the City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. B. Responsibility — The City will consider all the material submitted by the bidder, and other evidence it may obtain including information from previous project owners, to determine S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 7 March 2014 whether the bidder is responsible. The bidder must meet the following bidder responsibility criteria and supplemental bidder responsibility criteria to be considered a I 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 i 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria ' a. The bidder shall not have a record of excessive claims filed against the retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management ' by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. b. The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully ' completed" and of a "similar size and scope." C. The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (B)(2) above, the apparent low bidder must submit the following 1 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 , flied against the retainage, payment, or performance bond for any of the projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract ' amount; the final contract amount; a description of the scope of the project and how the project is similar to this project; the bidder's assessment of its performance of each project. The information should include any information , S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 8 March 2014 , 1 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. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(2) above and is therefore not a responsible bidder, the City shall 1 notify the bidder in writing with the reasons for its determination. If the bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the City's determination by presenting additional information to the City and meeting the requirements of section 1- 20(B). The City will consider the additional information before issuing its final determination. If the final ' determination affirms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days after the bidder determined to be not responsible has received the final determination. C. Lowest Bid — The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perform all other acts required by the bid and contract documents as conditions precedent to formation of the contract. L iI fl 1 -15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and /or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1 -16 Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA — No Bid Response Form, if applicable. 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) S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 9 RFB # 14 -105 March 2014 G. Attachment G— Combined Affidavit and Certification Form. H. Attachment H— Contractor's Compliance Statement. 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 damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work (including the providing of any evidence of insurance and /or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid bond is submitted in lieu of a check, it shall be executed by a corporate surety authorized to transact business in the State of Washington and in the form prescribed in Attachment 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 City at least ten (10) days prior to the bid submittal date. The check, bidder's bond or letter of credit shall be attached to the bid form. S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 10 RFB # 14 -105 March 2014 i �1 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°/x) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the State of Washington, published by the Office of the Insurance Commissioner. The scope of the ' Performance /Payment Bond (Exhibit G) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8 "Indemnification" of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a performance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the tContract until sufficient surety as required is furnished. t t 1 1 -20 Bid Dispute A. Any actual or prospective bidder, including subcontractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the procedures set forth herein. Protests based on the specifications or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted no later than ten (10) calendar days prior to said date, or shall be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon which the protest is based; provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 11 RF13 # 14 -105 March 2014 City of Federal Way Federal Way, Washington 98003 -6325 ' Attention: Bid Protest -- S 320th Street at 20th Avenue S Intersection Improvements Water Quality Value RFB #14 -105 The Contractor's performance under this contract will be monitored and reviewed by , Christine Mullen, P.E., Street Systems Project Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Christine Mullen, P.E., Street Systems 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 0 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 I 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, S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 12 March 2014 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. SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS t 2 -1 Administration This contract will be between the City and the Contractor who will be responsible for delivering all equipment and performing all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's ' subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to t 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 , Christine Mullen, P.E., Street Systems Project Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Christine Mullen, P.E., Street Systems 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 0 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 I 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, S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 12 March 2014 II Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, S 320th Street at 20th ' Avenue S Intersection Improvements Water Quality Vault Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, 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 as Exhibit F, t Performance /Payment Bond attached as Exhibit G, Title VI Assurances attached as Exhibit H, 2014 WSDOT Standard Specifications for Road, Bridge and Municipal construction, Amendments to the Standard Specifications, S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions, current Prevailing Wage Rates attached as Appendix A, WSDOT Standard Plans attached as Appendix B, Federal Way Standard Drawings attached as Appendix C, and Night and Weekend Work Waiver attached as Appendix D. The contract documents are intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract ' documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. 2 -4 Charges to Contractor Charges which are the obligation of the Contractor under the terms of the contract shall be ' paid by the Contractor to the City on demand and may be deducted by the City from any money due or to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. 2 -5 Change Orders The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment. If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the performance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly. However, no claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. 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 Iclaims 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. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 ' Water Quality Vault Page 13 March 2014 2 -6 Work and Materials Omitted The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the contract and the value of the omitted work and materials will be deducted from the contract price and the delivery schedule will be reviewed if appropriate. ' The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order ' adjusting the price and the delivery schedule. 2 -7 Washington State Sales Tax , The Contractor shall make payment directly to the State for all applicable Washington State sales taxes and all other governmental taxes, assessments and charges. 2 -8 Shipping Charges I All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. 2 -9 Warranty' All materials and equipment sold and labor performed under this contract are warranted by , the Contractor to be free from defects in materials or workmanship for a period of at least one (1) year from date of delivery and installation; provided, however, that this warranty may extend beyond this time period pursuant to any attached warranties. If the , merchandise sold or work performed hereunder is defective on account of workmanship or materials, the Contractor agrees to replace the merchandise or, at the City's sole option, repair the defective merchandise. All defects in work or materials shall be promptly corrected. 2 -10 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute a waiver, modification or exclusion of any express or implied warranty or any right under this contract or in law. 2 -11 Legal Relations The Contractor shall comply with all of the City's resolutions and regulations applicable under this contract and with any local, state or federal law or regulation applicable to the materials, equipment or service provided under this contract. Neither the Contractor nor the City shall assign any interest, obligation or benefit under or in this contract or transfer any interest in the same, whether by assignment or novation, without prior written consent of the other party. This contract shall be binding upon and inure to the benefit of the successors of the parties. S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 14 1 I RFB # 14 -105 March 2014 ' 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. u t 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 any payment owing to the Contractor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. 2 -15 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the Contractor or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes. 2 -16 Patents, Copyrights and Rights in Data Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 15 March 2014 The Contractor agrees that the ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes and other ' work submitted or which is specified to be delivered under this contract, whether or not complete (referred to in this subsection as "Subject Data'), shall be vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract ' with the City. All such Subject Data furnished by the Contractor pursuant to this contract, other than ' documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be requested by the City. The Contractor shall also place their endorsement on all Subject Data furnished by ' them. All such identification details shall be subject to approval by the City prior to printing. The Contractor shall ensure that substantially the foregoing paragraphs are included in each I subcontract for the work on the project. 2 -17 Patents and Royalties , The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. , The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, harmless against any and all demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material, computer programs or equipment , supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, materials, computer programs or equipment in lieu thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all ' respects to the City. 2 -18 Disputes, Claims and Appeals I 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 fifteen (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 S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 16 March 2014 , 1 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 the 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. 1 In the event this RFB covers the sale of product to the City that is capable of containing recycled materials, Contractor is hereby advised that the City intends to procure products with recycled content, pursuant to the recycled content notice delivered with these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, including a percentage of post- consumer waste that is in the product. This certification is required to be in the form of a label on the product or a statement by the Contractor attached to the bid documents. The certification on multi- component or multi - material products shall verify the percentage and type of post- consumer waste and recycled content by volume contained in the major constituents of the product. The Contractor agrees to grant the City, as a procuring agency, permission to verify the certification of recycled content by review of the bidder's or manufacturer's records as a condition of any bid award, in the event of a bidder's protest, or other challenge to the bid accepted. S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 17 RFB # 14 -105 March 2014 AttachmentA 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 Citv's master bidder's mailina list. Bid Number: RFB No. 14 -105 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: Signature Name (Type or Print) Date Title Phone: S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 18 March 2014 Attachment B BID FORM CITY OF FEDERAL WAY S 320th Street at 20th Avenue S intersection Improvements Water Quality Vault BID FORM Bidder: Date: Hoffman Construction, Inc. 4 -15 -14 ITEM BID AMOUNT A) Schedule A Roadway Work $ $529,230.10 B) Schedule B Lakehaven Utility District Work $ $55,460.00 Washington State Sales Tax $ $5,268.70 TOTAL SCHEDULE B $60,728.70 TOTAL BID AMOUNT $ 589,958.80 (including Washington State sales tax, all other government taxes assessments and charges) To City Council Members City of Federal Way 33325 8th Ave South Federal Way, Washington 98003 -6325 Pursuant to and in compliance with your advertisement for bids for construction of S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault, 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 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault, and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the contract documents, for the above- referenced amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5 %) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within forty-five (45) calendar days after the day of the bid opening and the undersigned fails to execute the S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. Bond or Certified Check Bid Bond in the amount of 5% Dollars ($ The Bidder shall complete this entire Bid Form or this bid may be considered non- responsive. The City may correct obvious mathematical errors. S 32061 Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Provided tW 3QftgKtyAA 1Ege of WA, Inc. For usage Conc> &&46) Agreement see www.bxwa.com - Always Ver)jgr 64 The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. Receipt of the following Addendums is hereby acknowledged: Addendum No. Issued: 4-ID-19 Addendum No. Date Issued: Addendum No. Date Issued: Corporation / MLOlete TWO) HOFFMC1931D9 Exp 8 -11 -14 Bidder's State License No. 600 7- 3(0 Bidder's State Tax No. Hoffman Construction, Inc. Firm Name Signature Vice President Title S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Provided tW §tbV(�TMtYWM1tge of WA, Inc. For usage CondpfijQ jAgreement see www.bxwa.com - Always VerMWIF2614 r� u� ' Atfadu»eWf C Units S 320th Street at 20th Avenue S Unit Price Intersection Improvements 1 Water Quality Vault L.S. RFB No. 14 -105 NOTE: Unit prices for all items, all extensions, and the total amount bid must be shown. All entries must be typed or entered in ink. Schedule A; Roadway Work All Unit Price in Bid Schedule A shall include Sales Tax per Section 1- 07.2 {1} of the Standard Specifications Item No. Bid Item Description Units Plan Unit Price Extended amount 1 MOBILIZATION L.S. 1 $33,800.00 $33,800.00 2 REMOVING DRAINAGE PIPE L.S. 1 $1,400.00 $1,400.00 3 REMOVING DRAINAGE STRUCTURE EACH 1 $210.00 $210.00 4 REMOVING CEMENT CONC. SIDEWALK S.Y. 70 $18,00 $1,260.00 5 REMOVING CEMENT CONC. CURB AND GUTTER L.F. 110 $10.00 $1,100.00 6 REMOVAL OF CONTAMINATED SOIL EST. 1 $1,000 $1,000 7 SAWCUTTING S.F. 185 $5.50 $1,017.50 8 REMOVAL AND DISPOSAL OF HAZARDOUS MATERIAL EST. 1 $5,000 $5,000 9 CATCH BASIN TYPE 2 54 IN. DIAM. EACH 1 $5,500.00 $5,500.00 10 CL. V REINF. CONC. STORM SEWER PIPE 12 IN. DIAM. L.F. 116 $90.00 $10,440.00 11 FLOW SPLITTER EACH 1 $13,920.00 $13,920.00 12 STORMWATER TREATMENT SYSTEM L.S. 1 $224,090.00 $224,090.00 13 SfORMWATER PRETREATMENT SYSTEM L.S. 1 $35,270.00 $35,270.00 14 CRUSHED SURFACING BASE COURSE TON 138 $40.00 $5,520.00 15 PLANING BITUMINOUS PAVEMENT S.Y. 308 $16.20 $4,989.60 16 TEMPORARY PAVEMENT TON 26 $250.00 $6,500.00 17 HMA CL. 1/2 IN. PG 64-22 TON 110 $183.00 $20,130.00 18 ASPHALT COST PRICE ADJUSTMENT CALC 1 $1,000 $1,000 19 INLET PROTECTION EACH 10 $54.00 $540.00 20 BARK OR WOOD CHIP MULCH CY 3 $180.00 $540.00 21 TOPSOIL TYPE C CY 3 $180.00 $540.00 22 ESC LEAD - -_^ ��- - - -__ _ DAY 30 $50.00 $1,500.00 23 EROSION/WATER POLLUTION CONTROL EST. 1 $12,000 $12,000 S 320th Street at 20th Avenue S inw,meetion Improvements RFB # 14 -105 Provided tVV$"%jfftFs-,V�?ffige of WA, Inc. For usage Conc zM Agreement see www.bxwa.com - Always Vex GF1c.24r4 Item No. Bid Item Description Units Plan Unit Price Extended Amount 24 CEMENT CONC. TRAFFIC CURB AND GUTTER L.F. 110 $31.00 $3,410.00 25 PAINT LINE L.F. 385 $2.20 $847.00 26 CONSTRUCTION SIGNS CLASS A S.F. 80 $5.50 $440.00 27 PLASTIC TRAFFIC ARROW EACH 1 $550.00 $550.00 28 TRAFFIC CONTROL SUPERVISOR L.S. 1 $1,500.00 $1,500.00 29 FLAGGERS AND SPOTTERS HOUR 480 $50.00 $24,000.00 30 OTHER TRAFFIC CONTROL LABOR HOUR 80 $50.00 $4,000.00 31 PORTABLE CHANGEABLE MESSAGE SIGN HOUR 1,600 $6.90 $11,040.00 32 PEDESTRIAN TRAFFIC CONTROL L.S. 1 $500.00 $500.00 33 PROJECT TEMPORARY TRAFFIC CONTROL L.S. 1 $2,000.00 $2,000.00 34 STRUCTURE EXCAVATION CLASS B INCL. HAUL C.Y. 876 $18.00 $15,768.00 35 SHORING OR EXTRA EXCAVATION CLASS B INCL. HAUL S.F. 1,200 $6.00 $7,200.00 36 GRAVEL BACKFILL FOR PIPE ZONE BEDDING C.Y. 40 $25.00 $1,000.00 37 TYPE B PROGRESS SCHEDULE L.S. 1 $500.00 $500.00 38 GRAVEL BORROW FOR TRENCH BACKFILL INCL. HAUL TON 156 $23.00 $3,588.00 39 CEMENT CONC. CURB RAMP EACH 1 $5,430.00 $5,430.00 40 CEMENT CONC. SIDEWALK S.Y. 30 $100.00 $3,000.00 41 CONNECTION TO EXISTING DRAINAGE STRUCTURE EACH 1 $500.00 $500.00 42 CLEANING EXISTING DRAINAGE STRUCTURE L.S. 1 $830.00 $830.00 43 HEALTH AND SAFETY PLAN L.S. 1 $500.00 $500.00 44 ROADWAY SURVEYING L.S. 1 $3,300.00 $3,300.00 45 SPCC PLAN L.S. 1 $500.00 $500.00 46 ROADSIDE CLEANUP EST. 1 $3,500 $3,500 47 MINOR CHANGE CALC 1 $40,000 $40,000 48 STRUCTURAL SHORING SYSTEM L.S. 1 $2,500.00 $2,500.00 49 REPLACE EX GRATE WITH VANED GRATE EACH 2 $475.00 $950.00 50 UTILITY POTHOLING EST. 1 $2,000 $2,000 51 AS -BUILT SURVEY AND RECORD DRAWINGS L.S. 1 $2,610.00 $,2610.00 TOTAL SCHEDULE A $529,230.10 ' S 320th Street at 20th Avenue S Intersection Improvements P FB # 14 -105 ' Provided tW ?ffifjt#)VPdfjge of WA, Inc. For usage Cond$ &jgrn Agreement see www.bxwa.com - Always Ver i'c,*F?d?4 ISchedule B: Lakehaven Utility District Work Item No. Bid Item Description Units Plan Unit Price Extended Amount 1 MOBILIZATION L.S. 1 $4,500.00 $4,500.00 2 SAWCUTTING S.F. 160 $5.50 $880.00 3 REMOVAL OF CONTAMINATED SOIL EST.. 1 $2,000 $2,000 4 REMOVAL AND DISPOSAL OF HAZARDOUS MATERIAL EST. 1 $1,000 $1,000 5 CRUSHED SURFACING BASE COURSE TON 17 $40.00 680.00 6 HMA CL. 1/2 IN. PG 64 -22 TON 50 $183.00 $9,150.00 7 ASPHALT COST PRICE ADJUSTMENT CALC 1 $150 $150 8 GATE VALVE 12 IN. EACH 1 $2,500.00 $2,500.00 9 DUCTILE IRON PIPE FOR WATER MAIN 12 IN. DIAM. L.F. 160 $120.00 $19,200.00 10 ESC LEAD DAY 5 $50.00 $250.00 11 EROSION/WATER POLLUTION CONTROL EST. 1 $1,500 $1500 12 TRAFFIC CONTROL SUPERVISOR L.S. 1 $500.00 $500.00 13 FLAGGERS AND SPOTTERS HOUR 100 $45.00 $4,500.00 14 PROJECT TEMPORARY TRAFFIC CONTROL L.S. 1 $1,500.00 $1,500.00 15 STRUCTURE EXCAVATION CLASS B INCL. HAUL C.Y. 125 $18.00 $2,250.00 16 SHORING OR EXTRA EXCAVATION CLASS B INCL. HAUL S.F. 900 $1.00 $900.00 17 MINOR CHANGE CALC 1 $2,500 $2,500 18 UTILITY POTHOLING EST. 1 $1,000 $1,000 19 AS -BUILT SURVEY AND RECORD DRAWINGS L.S. i 500.00 500.00 SUBTOTAL SCHEDULE B $55,460.00 SALES TAX AT 9.5% $5,268.70 TOTAL SCHEDULE B $60,728.70 5 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Provided tWWbai0,ftWityEVdbkige of wA, inc. For usage conftgbDU Agreement see www.bxwa.com - Always VeM$j$dQj4 � I r� Attachment D BID SIGNATURE PAGE Date: 04 -15 -14 The undersigned bidder hereby proposes and agrees to deliver the equipment and /or services pursuant to the S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault and comply with all other terms and conditions of the contract and bid documents of RFB 14- 105. No bidder may withdraw his /her bid for a period of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5 %) of the total amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. Corporation/ (Delete Two) Hoffman Construction, Inc. Company By: (Signa re Brad Hoffman (Printed Name) Its: Vice President (Title) P.O. Box 845 Enumclaw, WA 98022 (Address) 360 - 825 -9797 (Telephone Number) S 320th Street at 20th Avenue S Intersection Improvements RFB # tl14- -1105 Provided tMfRW .QAW112JxMMItie of wA, Inc. For usage CondR, %624 Agreement see www.bxwa.com - Always VeAWcsceib4 I IA ttachinent E SID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ which amount is not less than five percent (5%) of the total bid. BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, Hoffman Construction, Inc. I as Principal, and merchants Bonding Company (Mutual) as Surety, are held and firmly bound unto the City of Federal Way, as Obligee, in the penal sum of five percent (5%) of total bid and ::J100 dollars ($ --- ), for the payment of which the Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns, jointly and severally, by thew presents. '' The condition of this obligation is such that if the Obligee shall make any award to the Principal for: S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault According to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise, it shall be, and remain in full force and effect, and the Surety shall forthwith pay and forfeit to the Obligee as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 15th DAY OF April --.,2014. Hoffma Cons Uption, Inc. ) P ot n cc' l Merchants Bonding Company (Mutual) Jim slu:Fch Surety Attorney-in-fact Date: 20d. Received return of deposit in the sum of $ S 320th Street at 20th Avenue S Intersection Improvements RFB # 14-105 .IyWchc� Provided t(W9fta QaWitj)kMV"§e of WA, Inc. For usage Cond?4j6rZ5Aqreement see www.bxwa.com - Always Ve q L4 MERCHANTS BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint, individually, Andy D Prill; Brandon K Bush; Chad M Epple; Darlene Jakielski; James W Doyle; Jim S Kuich; Julie M Glover; Michael A Murphy; Nancy J Osborne; S M Scott; Steve Wagner; Theresa A Lamb of Bothell and State of Washington their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: FIFTEEN MILLION ($15,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of- Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attomeys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 7th day of January . 2014 . j •,„utarrrar� • • • • _ • • • • r;Qj.{�'a, MERCHANTS BONDING COMPANY (MUTUAL) L pj� +►�OR,�!�� "'_ 0�•'pRPOAq �y: MERCHANTS NATIONAL BONDING, INC. 2C+?3 t chi c 6' 1933 .:c : ix. Ely 9* STATE OF IOWA %.�,, �y,a`' �'•.���.•� COUNTY OF POLK ss. " "� " " " President On this 7th day of January 2014, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above wri'4wi. �y� MARANDA GREENWALT n >�� Commission Number 770312 My Commission Expires October 28 2014 Notary Public, Polk County, Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF- ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this (- }, day Of V)Yi •� „�,u +Zri.1r,�•' • ... •. . .`• '� '�,OR O ., ; �O; OaP 09,E • 9y : �/ 1933 3• Secretary C o? Lr :.: . s'. ,: POA 0014 (11/11) r'S,, •...•;7< •�� ••!y'' \�• 1 Attachment F SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW and electrical as described in Chapter 19.28 RCW, or identify the bidder for the work will result in your bid being non - responsive and therefore void. ' Subcontractors that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be named below, or name the bidder for the work. ' The bidder verifies that each first tier subcontractor, and every subcontractor of any tier that hires other subcontractors, has a current certificate of registration in compliance with chapter 18.27 RCW; a current Washington Unified Business Identifier (UBI) number; has Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; has a Washington Employment Security Department number, as required in Title 50 RCW, if applicable; has a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; has an electrical contractor license, if required by Chapter 19.28 RCW, if applicable; has an elevator contractor license, if required by Chapter 70.87 RCW. ' The following listed bid items (listed in numerical sequence) for this project have been proposed for subcontracting to subcontractors as indicated. SUBCONTRACTOR ITEM NUMBERS ESTIMATED AMOUNT I WMBE QUALIFIED? NAME (YIN S 320th Street at 20th Avenue S Intersection Improvements D RFB # }14- -105 Provided to�L@II iV*MA*e of WA, Inc. For usage Condi @Agreement see www.bxwa.com - Always Ve c_kaQ84 Attachment G City of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non - Collusion, Anti - Trust, Prevailing Wage (Non - Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON - COLLUSION AFFIDAVIT Being first duly sworn, deposes and says, that he /she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself /herself or to any other person any advantage over other Bidder or Bidders; and NOTICE TO ALL BIDDERS ON PROJECTS INVOLVING THE U.S. DEPARTMENT OF TRANSPORTATION (USDOT) To report bid rigging activities call: 1- 800 - 424 -9071 The U.S. Department of Transportation (USDOT) operates the above toll -free hotline Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the hotline to report such activities. The hotline is part of USDOrs continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected; and CERTIFICATION RE: ASSIGNMENT OF ANTI -TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice, overcharges resulting from anti- trust violations are, in fact, usually bome by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception; and PREVAILING WAGE AFFADAVIT I, the undersigned, having duly sworn, deposed say and certify that in connection with the ' performance of the work of this project, will pay each classification of laborer, workperson, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the ' above and forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief; and S 320th Street at 20th Avenue S Intersection Improvements RF��B #1}1,,4- 1{11�105 " ' Provided toV cQV&1itYA%lt je of WA, inc. For usage Cond 2%greement see www.bxwa.com - Always VerJ49rgAJY84 1 1 �' I 1 IProvided DEBARMENT AFFIDAVIT I certify that, except as noted below, the firm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. AFFIDAVIT OF ELIGIBILITY The Contractor certifies that it is properly licensed and registered under the laws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(1)(b), RCW 51.16.070(1)(b), or RCW 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or infractions within a five -year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. CERTIFICATION OF LAWFUL EMPLOYMENT The contractor hereby certifies that it has complied with all provisions of the Immigration and Nationality Act, now or as herein after amended, 8 USC Section 1101 et. seq., and that all employees, including subcontractor employees, are lawfully permitted to perform work in the United States as provided in this agreement with the City of Federal Way. FOR: Non - Collusion Affidavit, Assignment of Anti -Trust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Name of Bidder's Firm Hoff n Co truction, Inc. Signature of orized Representative of Bidder Subscribed and sworn to before me this 15th day of April , 2014 KYLIE JO HELMOLD Notary Public State of Washington My Commission Expires Februclry 01, 2017 S 320th Street at 20th Avenue S Intersection Improvements In* E 494tyEXcWhge of WA, Kylie Jo Helmold (pri ed /typ nanli6 of notary) Nat ry Public in and for the State of Washington My commission expires: February 01,2017 RFB # 14 -105 Inc. For usage Con1?$g912& Agreement see www.bxwa.com - Always VeKWOsAI14 0 r T 11 is f] I� I Attachment H CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: 04 -15 -14 This statement relates to a proposal contract with the City of Federal Way named S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault I am the undersigned bidder or prospective contractor. I represent that: I R-1 have, ❑ have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Hoffman Construction, Inc. Name of Bidder By: Signature Its: Vice President Title P.O. Box 845 Enumclaw, WA 98022 Address S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Provided tcW2tZlQAWitYxVB&1W3e of WA, Inc. For usage CondR49tzU Agreement see www.bxwa.com - Always VeAWcbc?aqL4 Attachment l PUBLIC WORKS CONTRACT for S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault THIS PUBLIC WORKS CONTRACT ("Contract'l is dated effective this VL " day of June. , 2014 and is made by and between the City of Federal Way, a Washington municipal corporation ( "City or Owner'J, and Hoffman Construction, Inc., a Washington Corporation ("Contractor'. A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the installation of a stormwater bypass, treatment system, and associated piping and structures along 20th Avenue South. The work includes the construction of curb, gutter, and sidewalks; ADA curb ramps; setting utility manholes and lids to grade; and the placement of hot mix asphalt. The work also includes the demolition, removal, and disposal of asbestos cement water piping, which will be replaced with ductile iron piping.; located along 20th Avenue South near the intersection of South 316th Place and 20th Avenue South, Federal Way, Washington ( "Property's; 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 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault project, including without limitation: The installation of a stormwater bypass, treatment system, and associated piping and structures along 20th Avenue South. The work includes the construction of curb, gutter, and sidewalks; ADA curb ramps; setting utility manholes and lids to grade; and the placement of hot mix asphalt. The work also includes the demolition, removal, and disposal of asbestos cement water piping, which will be replaced with ductile iron piping.; ( "Work'), in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached hereto as Exhibit H, 2014 WSDOT Standard Specifications for Road, Bridge and Municipal construction, Amendments to the Standard Specifications, S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions, current Prevailing Wage Rates attached as Appendix A, WSDOT Standard Plans attached as Appendix B, S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 30 March 2014 Federal Way Standard Drawings attached as Appendix C, and Night and Weekend Work Waiver attached as Appendix D, 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 ten (10) days of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed within 40 working 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 LD = 0.15C T Where: LD = Liquidated damages per working day (rounded to the nearest dollar). C = Original Contract amount. T = Original time for completion. When the Work is completed to the extent that the City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, the City may determine the Work is complete. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 Performance Standard. Contractor shall perform the Work in a manner consistent with accepted practices for other properly licensed contractors. 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permits, inspection or other fees, at its sole cost and expense. 1.6 Change Orders. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work. All such change orders shall be in the form of the Contract Change Order Agreement attached hereto as Exhibit "B ", which shall be signed by both the Contractor and the City, shall S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 31 March 2014 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 ' 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 40 working days to complete, and the expiration of all warranties contained in the Contract Documents ( "Term's. ' 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. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 ' Water Quality Vault Page 32 March 2014 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. 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 in accordance with the Bid Schedule, which amount shall constitute full and complete payment by the City ("Total Compensation'. 4.2 Contractor Responsible for Taxes. payment of any taxes imposed by any lawful payment of this Contract. The Contractor shall be solely responsible for the ' jurisdiction as a result of the performance and 4.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for any of the Work not completed in a satisfactory manner, in the City's sole discretion, which shall be withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. 4.4 Method of Payment. The basis of payment will be the actual quantities of work performed according to the contract and as specified for payment. Payments will be made for work and labor performed and materials furnished under the contract according to the price in the proposal unless otherwise provided. Partial payments will be made once each month, based on partial estimates prepared by the Engineer and signed by the Contractor. Failure to perform any obligation under this Contract may be adequate reason for the City to withhold payments until the obligation is performed. Upon completion of all work and after final inspection, the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. 4.5 Retainage. Pursuant to Chapter 60.28 RCW, five percent (5 %) of the Total Compensation shall be retained by the City to assure payment of Contractor's state sales tax, as well as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete, execute and deliver to the City the Contractor Retainage Agreement attached hereto as Exhibit "C" or execute the Retainage Bond attached hereto as Exhibit "D ". No payments shall be made by the City from the retained percentage fund ( "Fund's 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 S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 33 March 2014 Work and in the manner provided in RCW 39.08.030. Within sixty (60) days after completion of all ' Work on this Contract, the City shall release and pay in full the money held in the Fund, unless the City becomes aware of outstanding claims made against this Fund. S. 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 shall not violate any of the terms of Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation regarding non - discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreements. If this project involves federal funds including USDOT funds administered by WSDOT, the contractor agrees to the clauses contained in Exhibit H. 6. INDEPENDENT CONTRACTOR /CONFLICT OF INTEREST 6.1 It is the intention and understanding of the Parties that the Contractor shall be an independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall pay all income and other taxes due. Industrial or any other insurance that is purchased for the benefit of the City, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an employment contract. It is recognized that Contractor may or will be performing professional services during the Term for other parties; provided, however, that such performance of other services shall not conflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. 6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the contractor agrees to notify the City and complete any required form if the Contractor retired under a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do so. 7. CITY'S RIGHT TO TERMINATE CONTRACT 7.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be ' terminated without cause upon oral or written notice delivered to Contractor from the City. Upon termination, all supplies, materials, labor and /or equipment furnished prior to such date shall, at the City's option, become its property. In the event Contractor is not in breach of any of the provisions of this Contract, Contractor will be paid for any portion of the Work which has been completed to the City's satisfaction, calculated by the percentage amount that portion of the Work completed and accepted by the City bears to the Total Compensation. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 34 March 2014 7.2 Termination For Cause. The City may immediately terminate this Contract, take possession of the Property and all materials thereon and finish the Work by whatever methods it may deem expedient, upon the occurrence of any one or more of the following events: (1) If the Contractor should be adjudged a bankrupt. (2) If the Contractor should make a general assignment for the benefit of its creditors. (3) If a receiver should be appointed on the account of insolvency of Contractor. (4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient number of properly skilled workmen or proper materials for completion of the Work. (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction. (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the Mayor or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or (11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060. 7.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: (1) Stop payments. The City shall cease any further payments to Contractor and Contractor shall be obligated to repay any payments it received under this contract. (2) Complete Work. The City may, but in no event is the City obligated to, complete the Work, which Work may be completed by the City's agents, employees or representatives or the City may retain independent persons or entities to complete the Work. Upon demand, Contractor agrees to pay to the City all of its costs and expenses in completing such Work. (3) Take Possession. The City may take possession of the Property and any equipment and materials on the Property and may sale the same, the proceeds of which shall be paid to the City for its damages. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 35 March 2014 (4) Remedies Not Exclusive. No remedy or election under ' deemed an election by the City but shall be cumulative and remedies available to the City at law, in equity or by statute. 8. INDEMNIFICATION this Contract shall be in addition to all other 8.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hold the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities, including, without limitation, their respective agents, licensees, or representatives, arising from, resulting from, or connected with this Contract to the extent caused by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents, employees, or by the Contractor's breach of this Contract. Contractor waives any immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits acts or programs. 8.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its officers, directors, shareholders, partners, employees, and agents harmless from any and all claims, I' demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all persons or entities, including without limitation, their respective agents, licenses, or representatives, arising from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. ' 8.3 Survival. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination. ' 9. INSURANCE 9.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: (1 ) Workers' compensation and employer's liability insurance in amounts sufficient L pursuant to the laws of the State of Washington; (2) Commercial general liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death, products j' liability and property damage. (3) Automobile liability insurance with combined single limits of liability not less than ' $2,000,000 for bodily injury, including personal injury or death and property damage. 9.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the following provisions: ' (1) The City, its officers, officials; employees, volunteers and agents shall each be named as additional insured. S 320th Street at 20th Avenue S ' Intersection Improvements RFB # 14 -105 Water Quality Vault Page 36 March 2014 (2) Coverage may not be terminated or reduced in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, to the City. (3) Coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self- insurance maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's insurance. (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (5) Coverage shall be written on an "occurrence" form as opposed to a "claims made" or "claims paid" form. 9.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto as Exhibit "F ", which certificate must be executed by a person authorized by the insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. 9.4 Subcontractors. Contractors shall include all subcontractors as additional insured under its policies or shall furnish separate certificates for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. 9.5 Deductibles and Self- Insured Retentions. Any deductibles or self- insured retentions must be disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall either reduce or eliminate such deductibles or self- insured retentions or procure a bond guaranteeing payment for any amounts not covered by the insurance by reason of such deductibles or self- insured retentions. 9.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage that are appropriate for the scope of Work and are satisfactory to the City. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. 9.7 Termination. The Contractor's failure to provide the insurance coverage required by this Section shall be deemed to constitute non - acceptance of this Contract by the Contractor and the City may then award this Contract to the next lower bidder. 10. PERFORMANCE/ PAYMENT BOND Pursuant to RCW 39.08.010, Contractor shall post a Performance /Payment Bond in favor of the City, in the form attached to this Contract as Exhibit "G" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract; and to guarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 37 March 2014 11. SAFETY Contractor shall take all necessary precautions for the safety of employees on the work site and shall comply with all applicable provisions of federal, state and municipal safety and health laws and codes, including without limitation, all OSHA/WISHA requirements, Safety and Health Standards for Construction Work (Chapter 296 -155 WAC), General Safety and Health Standards (Chapter 296 -24 WAC), and General Occupational Health Standards (Chapter 296 -62 WAC). ' Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals and other safeguards at all unsafe places at or near the Work for the protection of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger ' signs warning against any known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or ' damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 12. PREVAILING WAGES 12.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). The Hourly minimum rates for wages and fringe benefits are listed in Appendix A. 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. ' The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of Chapter 39.12 RCW because of the definition "Contractor" in Chapter 296 -127 -010 WAC, complies with all the requirements of Chapter 39.12 RCW. 12.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; ' (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. ' 12.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700- 029 -000. The City will make no payment under this contract for the work performed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 38 March 2014 (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. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and properly reflect all direct and indirect costs related to the performance of this Contract and such accounting procedures and practices as may be deemed necessary by the City to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspection, review or audit by the City, its authorized representative, the State Auditor, or other governmental officials authorized by law to monitor this Contract. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 39 March 2014 17. CLEAN UP At any time ordered by the City and immediately after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and /or the City may deduct its costs from any remaining payments due to the Contractor. 18. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY: 18.1 Contractor Verification. The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number; is not disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as required by Title 51 RCW, if applicable; has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if applicable; possesses a valid electrical contractor license as required by chapter 19.28 RCW, if applicable; and possesses an elevator contractor license as required by chapter 70.87 RCW, if applicable. 18.2 Subcontractor Contracts. The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. Upon request of the Owner, the Contractor shall promptly provide documentation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. 18.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contractor license, if required by Chapter 70.87 RCW. 19. GENERAL PROVISIONS 19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. 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. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 40 March 2014 19.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. 19.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such consent shall in no way release the Contractor from any of its obligations or liabilities under this Contract. 19.5 Successors In Interest. Subject to the preceding Subsection, this Contract shall be binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 19.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of any terms in this Contract, and the Contractor or City places the enforcement of the Contract or any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of any belongings, in the hands of an attorney, or file suit upon the same, each Parry 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 Captions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Contract. 19.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. 19.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91 -54, as amended, occurs as a result of the formation and /or performance of this Contract, this Contract may be rendered null and void, at the City's option. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 41 March 2014 1 19.14 Conflicting Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. DATED the day and year set forth above. CITY OF FEDERAL WAY By: Ferrell, Mayor 3325 8th Avenue South Federal Way, WA 98003 -6325 ATTEST: ■ City Clerk, Carol McNeilly, CPC ■ ' APPROVED AS TO FORM: Interim City Attorney, Amy Jo Pearsall ■ HOFFMAN CONSTRUCTION, INC. ■ By. - - - al�.�"_____ (Signature) ' Bradley Hoffman, Vice President (Name) ' PO Box 845 �1 Enumclaw, WA 98022 (Address) (360) 825 -9797 (Phone) S 320th Street at 20th Avenue S ' Intersection Improvements RFB # 14 -105 Water Quality Vault Page 42 March 2014 STATE OF WASHINGTON ) ss. 'COUNTY OF KING ) On this day personally appeared before me Bradley Hoffman ' to me ' known to be the Vice President of Hoffman Construction, Inc. that executed the foregoing instrument, and acknowledged the said instrument 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. . GIVEN my hand and official seal this 02-- day of June , 2011 ' KYLIE JO HELMOLD Notary Public State of Washington My Commission Expires February 01, 2017 UnLXE�'Jo HELMOW (typed /printed name of notary) Notary Public in and for the State of Washington My commission expires ibW!N 01 ,2-61-7 S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 ' Water Quality Vault Page 43 March 2014 EXHIBIT A Department of Labor and Industries $ "? Request for Contract Release Contract Release PO Box 44274 ' Olympia. WA 98564 -4272 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Do not pay retained funds until you have Department of Labor and Industries approval Contractor's Tax Registration No. (UBI No.) Date: From: Notice is hereby given relative to the completion of contract or project described below Project Name/Description of Project: Contract Number: Contract Amount: Retained Amount: Contractor's Name: Telephone Number: Contractor's Address: Date Contract Awarded: Date Work Commenced: Date Work Completed: Date Work Accepted: Surety or Bonding Company: Agent's Address: Please list Subcontractors below: Continue Subcontractors list on other side. Subcontractor's Name UBI Number: The Disbursing Officer must complete and submit this notice to the Department of Labor and Industries immediately after acceptance of the work done under this contract. Mail this notice to Department of Labor and Industries. Contract Release. PO Box 44274. Olympia. WA 98504 -4274. or fax to (360) 902 -6897 or e-mail to ContractRelease AIni.wa.gov. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of the Department's certificate of release, and then only in accordance with the certificate. For assistance contact Contract Release at (360) 902 -5360. F215 -038-OW Request for Contract Release 09 -2009 S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 44 March 2014 Comments: Contact Name: Phone Number: Email Address: The Disbursing Officer must complete and submit this notice to the Department of Labor and Industries immediately after acceptance of the work done under this contract. Mail this notice to Department of Labor and Industries. Contract Release. PO Box 44274. Olympia. WA 98504 -4274. or fax to (360) 902 -6897 or e-mail to ContractRelease AIni.wa.gov. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of the Department's certificate of release, and then only in accordance with the certificate. For assistance contact Contract Release at (360) 902 -5360. F215 -038-OW Request for Contract Release 09 -2009 S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 44 March 2014 Please list Subcontractors below: S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 45 March 2014 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault ' PROJECT CHANGE ORDER NUMBER NUMBER CONTRACTOR EFFECTIVE DATE ' SUMMARY OF PROPOSED CHANGES: The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ❑ No ' If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No PRICE CHANGE LUMP SUM: INCREASE $ 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 will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. CONTRACTOR'S SIGNATURE MARWAN SALLOUM, P.E. INTERIM PUBLIC WORKS DIRECTOR DATE S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 46 March 2014 DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT $ PREVIOUS CHANGE ORDERS $ THIS CHANGE ORDER $ *ADJUSTMENTS $ NEW CONTRACT AMOUNT $ ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY ❑ INCREASED $ ❑ DECREASED $ PAY THIS ADJUSTED AMOUNT $ MARWAN SALLOUM, P.E. INTERIM PUBLIC WORKS DIRECTOR S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 47 March 2014 EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way Bid /Contract Number 33325 8th Avenue South Federal Way, WA 98003 -6325 253 - 835 -7000 IDENTIFICATION AND DESCRIPTION Project Title Contractor Representative Bid No. Date Administering Department City Representative Funding Source Project Authority RETAINAGE FORMULA In accordance with applicable State Statutes, the following provisions will be made for the disposition of the retainage held for investment: 1. All investments selected below are subject to City approval. Retainage under this agreement will be held in escrow by the (referred to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the investment program and the risk thereof is to be borne entirely by the contractor. The final disposition of the contract retainage will be made in accordance with applicable statutes. CONTRACTOR'S INSTRUCTIONS ' Pursuant to RCW 60.28.010 I hereby notify the City of Federal Way of my instructions to invest, not to invest the retainage withheld under the terms of this contract. If the investment option is selected, please provide the following information: Name of Bank, Mutual Fund, or Savings & Loan Association: Address: Account #: Contractor: By: Address: Fed ID #: Contact Person: Date: Title: Phone: Est. Completion Date: CITY APPROVAL Approval of Investment Program and Retainage Agreement ' Finance Director Date CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No. Project Title: I hereby certify, as Contract Administrator for this Contract representing the City of Federal Way, that all work required by the above cited contract was completed on and final acceptance by the City was granted on I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. 1 Contract Administrator IDirector of Administering Department Also, please find attached certifications by the applicable state agencies of the receipt of: 1) Washington State Business Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept. of Labor & Industries); and 3) Employment Security, Unemployment Insurance Premiums (State of Washington Employment Security Dept.) S 320th Street at 20th Avenue S Intersection Improvements RF13 # 14 -105 Water Quality Vault Page 48 March 2014 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 49 1 RFB # 14 -105 ' March 2014 ATTORNEY -IN -FACT ACKNOWLEDGEMENT STATE OF WASHINGTON ) ) ss: COUNTY OF KING On this 29th day of May, 2014, before me, the undersigned, a Notary Public in and for the said State, personally appeared Jim S. Kuich, known to me to be the Attorney -in -fact for Merchants Bonding_Comj2M (Mutual), whose name is subscribed to the within instrument and acknowledged to me that he executed the same. NOTARY PUBLIC My commission expires: 9/21/2015 ``�ellltrrrrr�i N CJ) s OTq RY .N C • '� >�► IwA111SH�N� 1 MERCHANTS BONDING COMPANY,. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint, individually, Andy D Prill; Brandon K Bush; Chad M Epple; Darlene Jakielski; Jim S Kuich; Jim W Doyle; Julie M Glover; Michael A Murphy; Nancy J Osborne; S M Scott; Steve Wagner; Theresa A Lamb of Bothell and State of Washington their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: FIFTEEN MILLION ($15,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of- Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 24thday of January , 2014 . „p.NrHggf' �,. STATE OF IOWA COUNTY OF POLK ss. . • o%G • c04l•. -O- o a'• 1933 e' • •Cb• MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. /-t"7 77� President On this24thday of January , 2014, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. X MARANDA GREENWALT Commission Number 770312 My Commission Expires October 28, 2014 Notary Public, Polk County, Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF- ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. I this In /Wi ness Whereof, I have hereunto set my hand and affixed the seal of the Companies on day of 0,1 G 24 i • ...... .• \!1G COA.*- .� 9 ,o, RPO 9. o . a 1933 : c' .• �`• za03 IPOA 0014 (11/11) G�' �•Al Eo � �.. Secretary y� Vii; ?r'`� ' . Syr �D�d�L•° EXHIBIT E ' NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT TO: ALL EMPLOYEES ' AND TO: L b 0 p6mAbrt. (Name of Union or Organizatio ) The undersigned currently holds contract(s) with Gnl 0 F.AeJ � W04' involving ' funds or credit of the City of Federal Way, Washington, or (a) subcontract(s) ith 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: Cymr Aioe Mui1en,P City of Federal Way 333258 th Avenue South Federal Way, WA 98003 13-ad Wo P f{�t��r'YlQ� (�ohs vl�On.�ic. (Contractor or subcontractor) 30 r Date S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 I' Water Quality Vault Page 54 March 2014 EXHIBIT F CERTIFICATE OF INSURANCE , 1 7 1 S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 ' Water Quality Vault Page 55 March 2014 I Exhibit F HOFFM -2 OP ID: OF 1 '4i4 RO' CERTIFICATE OF LIABILITY INSURANCE o� 0114 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 425.489_4600 Hub International Northwest 425 - 489 -4501 P. O. Box 3018 Bothell, WA 98041 -3018 Chad Eppie CONTACT PHONE FAX ac No Ext : (AIC, No): E-MAIL INSURERS) AFFORDING COVERAGE NAIL II INSURER A: Alaska National Insurance Co. 38733 INSURED Hoffman Construction Inc PO Box 845 Enumclaw, WA 98022 INSURERS: INSURER C: INSURER D: INSURER E: $ 1 A00. INSURER F : $ 100,00 COVERAGES CFRTIFICATF NIJURFR- � IIIR]7tf lzi:77 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE 33325 8TH AVENUE SOUTH POLICY NUMBER MMI�Y EFF M LICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 A00. To PREMISES Ea occurrence $ 100,00 A X COMMERCIAL GENERAL LIABILITY 12FPS08443 06/30/13 06/30/14 CLAIMS -MADE OCCUR MED EXP (Any one person) $ 10, PERSONAL & ADV INJURY $ 1,000, X OwnerlCort Pmt. X WA STOP GAP GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 2,000,00 POLICY X PRO- LOC Emp Ben. $ 1,000,00 AUTOMOBILE LIABILITY EOMeBINdeDtSINGLE LIMIT $ 1,000, BODILY INJURY (Per person) $ • X ANY AUTO 12FAS08443 M30113 06/30/14 ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per dent) $ NON -OWNED HIREDAUTOS AUTOS X UMBRELLA, LIAB LX_1 OCCUR EACH OCCURRENCE $ 1,000,00 AGGREGATE $ 1,000,00 • EXCESS LIAB CLAIMS -MADE 12FLU08443 06/30/13 06/30/14 DED I X I RETENTION $ 10,000 $ • WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANFICER/MEMBEXRTNER/ ? ECUTIVE Y /❑N OFER (Mandatory in NH) N 1 A 12FPS08443 WA STOP GAP 06/30/13 06130114 WC STATU- X OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000, E.L. DISEASE - EA EMPLOYE $ 1,000,00 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000, DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N more space Is required) ADDITIONAL INSURED AS REQUIRED BY WRITTEN CONTRACT: THE CITY OF FEDERAL WAY, ITS OFFICERS, OFFICIALS EMPLOYEES, VOLUNTEERS AND AGENTS. COVERAGE IS PRIMARY AND NON - CONTRIBUTORY. SEE ATTACHED ENDORSEMENT. RE: S 320TH ST AT 20TH AVENUE S INTERSECTION IMPROVEMENTS CFRTIFICATF HOLDER CANCFLLATION CITYOFF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF FEDERAL WAY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 33325 8TH AVENUE SOUTH FEDERAL WAY, WA 98003.6325 AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) ®1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AVAIaskaNadonal INSURANCE COMPANY 17 IANIC GL 106103 08 All Docs Copy Page 1 of 2 ADDITIONAL INSURED (CONTRACTORS) - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION ' AGREEMENT WITH YOU THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ iT CAREFULLY. ' This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART t1. Who is An Insured (Section Ii) is amended to ii. supervisory. Inspection, or engineering include as an insured any person or organization services. (herein referred to as an additional insured), but only if you are required to add that person or c. The insurance provided to the additional ' organization as an insured to this policy by a insured, referred to in paragraph 1. of this "bodily written contract that is in effect prior to the "bodily endorsement, does not cover injury' or injury". "property damage ", or "personal and "property damage" caused by your negligent advertising injury". acts and omissions in the performance of "products- ' "your work" that occurs within the 2. The insurance provided to the additional insured completed operations hazard," unless the is limited as follows: written contract, referred to in paragraph 1. of ' a. That person or organization is only an this endorsement, contains a specific requirement that you procure completed additional insured if, and only to the extent operations coverage or coverage within the that, the injury or damage is caused by .'products - completed operations hazard" for negligent acts` or omissions of you or your the additional insured. However, even if "products ' subcontractor in the performance of "your coverage within the - completed work" to which the written contract applies. operations hazard" is required by the written The person or organization does not qualify contract, such coverage is available to the as an additional insured with respect to injury additional insured only if the "bodily injury" or or damage caused in whole or in part by "property damage" occurs prior to the end of 1 independent negligent acts or omissions of the time period during which you are required such person or organization. by the written contract to provide such coverage or the expiration date of the policy, b. The insurance provided to the additional whichever comes first. ' insured does not apply to "bodily injury", "property clamage!% or `personal and 3. If other valid and collectible insurance, whether on advertising injury" arising out of an architects, a primary, excess, contingent or any other basis, engineer's, or surveyor's rendering of or is available to the additional insured for a loss we ' failure to render any professional services cover under this endorsement, then the insurance including: provided by this endorsement is excess over that other insurance. However, the insurance provided i. the preparing, approving, .or failing to by this endorsement will be primary to other ' prepare or approve maps, drawings, insurance on which the additional insured is a opinions, reports, surveys, change orders, named insured for the covered loss, if the written design or specifications; and contract, referred to in paragraph 1. of this 17 IANIC GL 106103 08 All Docs Copy Page 1 of 2 4WAlaska National INSURANCE COMPANY endorsement, contains a specific requirement that this insurance be primary or primary and non- contributory. In that case we will not share with that other insurance on a pro -rata or other basis. if the other insurance available to the additional insured, whether on a primary, excess, contingent or any other basis, is coverage for which it has been named as an additional insured, then the coverage provided by this endorsement is excess over that other insurance. This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below Is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective 06/30/13 Policy No. 12FPS08443 insured Hoffman Construction Inc. Endorsement No. 16 Countersigned By ANIC GI. 106103 08 All rocs Copy Page 2 of 2 BOND #WAC53771 EXHIBIT G CITY OF FEDERAL WAY PERFORMANCE/ PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned Hoffman Construction, Inc. ' ("Principal") and Merchants Bonding Company (Mutual) , the undersigned corporation organized and existing under the laws of the State of Iowa and legally doing business in the State of Washington as a surety ("Surety'), are held and firmly bonded unto the City of Federal Way, a Washington municipal corporation ("City') in the penal sum of Five Hundred Eighty-Nine Thousand, Nine Hundred Fifty Eight and80 /100 Dollars and nO/100 ($ 589,958&0_) 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 Scene 12" , 20 14 for S 320th street at 20th Avenue S Intersection Improvements Water Quality Vault, RIB No. 14 -105 NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason of failure of performance as specified in the Agreement within a period of one (1) year after its final acceptance thereof by the City, then and in the event this obligation shall be void; but otherwise, it shall be and remain in full force and effect. ■ And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the ' specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to the Work. ' The Surety hereby agrees that modifications and changes may be made in terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond in a like ' amount, such increase, however, not to exceed twenty-five percent (25 %) of the original amount of this bond without the consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the city, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 56 March 2014 ' S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 57 March 2014 ' In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation in accordance with the mediation procedures of United States Arbitration and Mediation ("USA &M'). The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA &M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101 -2327. The Surety shall not interplead prior to completion of the mediation. DATED this Al day of M944 2014 . CORPORATE SEAL OF PRINCIPAL: PRINCIPAL HOFF CONSTRUCTION INC. By: . , (Name erson cuting Bond) P 0 B Its: IMe President (Title) AL".[�• '4) PO Box 845 1977 . j '�•. ........ Enumclaw, WA 98022 (Address) 360.825.9797 (Phone) ' S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 57 March 2014 ' S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 58 March 2014 CERTIFICATE AS TO CORPORATE SEAL I hereby cektify 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 _ ' ire_— dWf- 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. ' Secre ry of f As Assistant S cretary CORPORATE SEAL OF SURETY: ' SURETY Merchants Bonding Company (Mu uu l By: ` �Q�+ •1Eo ' Atto ey-in -Fact (Attach Power of Attorney) Jim S. Kuich t(Name of Person Executing Bondy',..,-, PO Box 3018 Bothell, WA 98041 -3018 (Address) (425)489 -4500 (Phone) ' APPROVED AS TO FORM: Patricia A. Richardson, City Attorney ' S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Page 58 March 2014 I S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 59 RFB # 14 -105 March 2014 MERCHANT BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint, individually, Andy D Prill; Brandon K Bush; Chad M Epple; Darlene Jakielski; Jim S Kuich; Jim W Doyle; Julie M I' Glover; Michael A Murphy; Nancy J Osborne; S M Scott; Steve Wagner; Theresa A Lamb of Bothell and State of Washington their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any ' such instrument shall not exceed the amount of: FIFTEEN MILLION ($15,000,000.00) DOLLARS i' and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of- Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the ' seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In i W tness Whereof, the Companies have caused this instrument to be signed and sealed this 24th of 2014. P 9 Y January . ,•`�a`�►#;'C. ION �L ,�% ••��AN CQ.o'. MERCHANTS BONDING COMPANY (MUTUAL) ' ,•'e�: %�4�aR4 .�0'? Qo�o�Paq,��9y�• MERCHANTS NATIONAL BONDING, INC. ' : �• 2C�?3 .�? ;yJ 1933 ; c,- IN STATE OF IOWA %,,� h + +,..• •.•••••• COUNTY OF POLK ss. ~ " "'�'• "N President ' On this24thday of January , 2014, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ' In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. MARANDA GREENWALT 444Ln � G� Commission Number 770312 u My Commission Expires October 28, 2014 Notary Public, Polk County, Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF- ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on ®' . ' ........ this day of CP •z: - "t : L s • a : 3• Secretary S ••.. .•• �� - x4 2C0 • y 1933 : c ••�• + POA 0014 (11/11) b>; ........ :0 :� ot .•bpi .. ...• �:d•. 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's 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. Nondiscrimination 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 Appendix B of the Regulations. 3. Solicitations for Subcontracts, 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 subcontract, 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 nondiscrimination on the grounds of race, color, sex, or national origin. 4. Information and Reports The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the contracting agency or the appropriate federal agency to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a Contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to WSDOT or the USDOT as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non - compliance In the event of the Contractor's noncompliance with the nondiscrimination 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 S 320th Street at 20th Avenue S ' Intersection Improvements RFB # 14 -105 Water Quality Vault Page 60 March 2014 6. Incorporation of Provisions The Contractor shall include the provisions of paragraphs (1) through (5) in every subcontract, 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 subcontractor 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 subcontractor 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. S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 , Water Quality Vault Page 61 March 2014 I INTRO.AP1 ' 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 2014 4 Standard Specifications for Road, Bridge, and Municipal Construction. 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 8 The following. Amendments to the Standard Specifications are made a part of this contract and 9 supersede any conflicting provisions of the Standard Specifications. For informational 10 purposes, the date following each Amendment title indicates the implementation date of the 11 Amendment or the latest date of revision. 12 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project. 15 16 1- 03.AP1 17 Section 1-03, Award and Execution of Contract 18 March 3, 2014 i19 1-03.4 Contract Bond 20 The last word of item 3 is deleted. ' 21 22 Item 4 is renumbered to 5. 23 24 The following is inserted after item 3 (after the preceding Amendments are applied): 25 26 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 27 project under titles 50, 51, and 82 RCW; and 28 29 1 -07.AP1 30 Section 1 -07, Legal Relations and Responsibilities to the Public 31 January 6, 2014 32 33 1-07.2 State Taxes This section is revised to read: 34 35 The Washington State Department of Revenue has issued special rules on the state sales 36 tax. Sections 1- 07.2(1) through 1- 07.2(3) are meant to clarify those rules. The Contracting 37 Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax- 38 liability. 39 ' 40 The Contracting Agency may deduct from its payments to the Contractor, retainage or lien 41 the bond, in the amount the Contractor owes the State Department of Revenue, whether 42 the amount owed relates to the Contract in question or not. Any amount so deducted will be 43 paid into the proper State fund on the contractor's behalf. For additional information on tax S 320th Street at 20th Avenue S Amendments to Standard Specifications Intersection Improvements M# 14-105 Water Quality Vault Page 1 March 2014 I rates and application refer to applicable RCWs, WACs or the Department of Revenue's. 2 3 website. 4 1 -07.2(1) State Sales Tax: Work Performed on City, County, or Federally -Owned 5 Land 6 This section including title is revised to read: 7 8 1- 07.2(1) State Sales Tax: WAC 458 -20- 171 - Use Tax 9 For Work designated as Rule 171, Use Tax, the Contractor shall include for compensation 10 the amount of any taxes paid in the various unit Bid prices or other Contract amounts. 11 Typically, these taxes are collected on materials incorporated into the project and items 12 such as the purchase or rental of; tools, machinery, equipment, or consumable supplies not 13 integrated into the project. 14 15 The Summary of Quantities in the Contract Plans. identifies, those parts of the project that, 16 are subject to Use Tax under Section 1- 07.2(1). 17 18 1- 07.2(2) State Sales Tax: Work on State -Owned or Private Land 19 This section including title is revised to read: 20 21 1- 07.2(2) State Sales Tax: WAC 458 -20 -170 = Retail Sales Tax 22 For Wo* designated as Rule 170, Retail Sales Tax, the Contractor shall collect from the 23 Contracting Agency, Retail Sales Tax on the full Contract price. The Contracting Agency 24 will automatically add this Retail Sales Tax to each payment to the Contractor and for this 25 reason; the Contractor shall not include the Retail Sales Tax in the unit Bid prices or in any 26 other Contract amount. However, the Contracting Agency will not provide additional . 27 compensation to the Prime Contractor or Subcontractor for Retail Sales Taxes paid by the 28 Contractor addition to the Retail Sales Tax on the total contract amount. Typically, these 29 taxes are collected on items such as the purchase or rental of; tools, machinery, . 30 equipment, or consumable supplies not integrated into the project. Such sales taxes shall 31 be induded in the unit Bid prices or in any other Contract amounts. 32 33 The Summary of Quantities in the Contract Plans identifies those parts of the project that 34 are subject to Retail Sales Tax under Section 1- 07.2(2). 35 36 1- 07.2(3) Services 37 This section is revised to read: 3$ 39 Any contract wholly for professional or other applicable services is generally not subject to 40 Retail Sales Tax and therefore the Contractor shall not collect Retail Sales Tax from the 41 Contracting Agency on those Contracts.. Any incidental taxes paid as part of providing the 42 services shall be included in the payments under the contract. 43 44 5 -01.AP5 45 Section 5.01,: Cement Concrete Pavement Rehabilitation 46 January 6, 2014 47 5-01.2 Materials 48 The referenced section for the following item is revised to read: S 320th Street at 20th Avenue S Amendments to Standard Specifications Intersection Improvements RPB# 14-105 Water Quality Vault Page 2 March 2014 ve S Amendments to Standard Specifications a enu Intersection Improvements Water Quality Vault Page 3 RFB# 14-105 . -March 2014 1 2 D Dowel Bars 9 -07.5 3 4 5 5 5- 04.AP5 6 S Section 6.04 Hot Mix Asphalt 7 J January 6, 2014 8 5 5 -04.3(7)A3 Commercial Evaluation 9 T The second sentence in the first paragraph is revised to read: 10 11 M Mix designs for HMA accepted by commercial evaluation shall be submitted. to the Project 12 E Engineer on WSDOT Form 350 -042. 13 14 6 6 -02.AP6 15 S Section 6 -02, Concrete Structures 17 6 6- 02.3(5)H Sampling and Testing for Compressive Strength and Initial Curing 18 T The second paragraph is revised to read: 19 20 T The Contractor shall provide and maintain a sufficient number of cure boxes in accordance 21 w with WSDOT FOP for AASHTO T 23 for curing concrete cylinders. The cure boxes shall be ' 2 22 r readily accessible and no more than 500 feet from the point of acceptance testing, unless 23 o otherwise approved by the Engineer. The Contractor shall also provide, "maintain and. 24 o operate all necessary power sources and connections needed to operate the cure boxes. 25 T The cure boxes shall be in -place and functioning at the specked temperature for curing 26 c cylinders prior to concrete placement. Concrete cylinders shall be cured in the cure boxes 27 i in accordance with WSDOT FOP for AASHTO T 23. The cure boxes shall have working 28 l locks and the Contractor shall provide the Engineer with one key to each of the locks. 29 O Once concrete cylinders are placed in the cure box, the cure box shall not be disturbed until. 30 t the cylinders have been removed. The Contractor shall retain the cure box Temperature ' 3 31 M Measuring Device log and provide it to the Engineer upon, request. 32 33 T The following new paragraph is inserted after the last paragraph: 34 35 A All cure box costs shall be incidental to the associated item of work. 36 37 6 6-02.3(6)A2. Cold Weather Protection 38 T The first sentence in the first paragraph is revised to read: 39 40 T This Specification applies when the weather forecast on the day of concrete placement 41 p predicts air temperatures below 35 ° 42 43 T The first sentence of the second paragraph is revised to read: 44 45 T The temperature of the concrete shall be maintained above 50 °F during the entire curing 46 p period or 7 days, whichever is greater. S 320th Street t 20th A v a enu Intersection Improvements Water Quality Vault Page 3 RFB# 14-105 . -March 2014 1 2 6-02.3(12)A. Construction Joints in New Construction 3 The third paragraph is deleted and replaced with the following three new paragraphs: 4 5 If the Plans require a roughened surface on the joint, the Contractor shall strike it off to 6 leave grooves at right angles to the length of the member. Grooves shall be installed using 7 one of the following options: 8 9 1. Grooves shall be % to 1 inch wide, '/. to'/ inch deep, and spaced equally at twice 10 the width. of the groove. Grooves shall terminate approximately 1 %- inches from 11 the face of concrete. , 12 2. Grooves shah be 1 to 2 inches wide, a minimum of %- inch 'deep, and spaced a 13 maximum of three times the width of the groove. Grooves shall terminate. 14 approximately 1 %- inches from the face of concrete: 15 16 If the Engineer approves, the Contractor may use an akemate method to produce a 17 roughened surface on the joint; provided that such an alternate method leaves a roughened 18 surface of at least a Y44nch amplitude: 19 20 If the first strike -off does not produce the, required roughness, the Contractor shall repeat 21 the process before the concrete reaches initial set. The final surface shall be clean and 22 without laitance, or loose material. 23 24 25 6 -02.3(15) Date Numerals 26 The third sentence in the first paragraph is revised to read: 27 28 When an existing Structure is widened or when traffic barrier is placed on an existing ' 29 Structure, the date shall be for the year in which the original Structure was completed. 30 31 6- 02.3(17)A Design .Loads 32 The fifth paragraph is revised to read: 33 34 Live loads shall consist of a minimum uniform load of not less than 25 psf, applied over the 35 entire falsework plan area, plus the greater of: 37 1. Actual weights of the deck finishing equipment applied at the rails, or; 38 "2. A minimum load of 75 pounds per linear foot applied at the edge of the bridge 39 deck. 40 41 6 -02.3(17)) Face Lumber, Studs, Wales, and Metal Forms 42 The second to last paragraph is deleted. 43 44 6- 02.3(17)0 Early Concrete Test Cylinder Breaks 45 The third paragraph is revised to read: 46 47 The cylinders shall be cured in the field in accordance with WSDOT FOP for AA$HTO T'23 48 Section 10.2 Field Curing. 49 S 320th Street at 20th Avenue S Amendments to Standard Specifications Intersection Improvements Rn# 14-105 Water Quality Vault Page 4 March 2014 1 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 2 The first five paragraphs are deleted and replaced with the following two new paragraphs: 3 4 Grout shall conform to Section 9- 20.3(2) for anchor bolts and for bearing assemblies with 5 bearing plates. Grout shall conform to Section 9- 20.3(3) for elastomeric bearing pads and 6 fabric pad bearings without bearing plates. 7 8 Grout shall be a workable mix with a viscosity that is suitable for the intended application. - 9 The Contractor shall receive approval from the Engineer before using the grout. 10 11 6 -02.3(26)F Prestressing Reinforcement 12 The last sentence in the fourth paragraph is revised to read: 13 14 If the prestressing reinforcement will not be stressed and grouted for morethan.7 calendar 15 days after it is placed in the ducts, the Contractor shall place an approved corrosion. 16 inhibitor conforming to Federal Specification MIL- 1- 22110C in the ducts. 17 1.8 6- 05.AP6 ' 49 Section 6 -05, Piling 20 March 3, 2014 21 6- 05.3(4) Manufacture of Steel Casings for Cast -In- Place Concrete Piles 22 ` This section is revised to read: 23 24 The diameter of steel casings shall be as specified in the Contract. A full- penetration 25 groove weld between welded edges is required. 26 27 6 -05.3(5) Manufacture of Steel Piles 28 This section is revised to read: 29 30 Steel piles shall be made of rolled steel H -pile sections, steel pipe piles, or of other 31 structural steel sections described in the Contract. A full- penetration groove weld. between 32 welded edges is required. 33 34 6- 05.3(6) Splicing Steel Casings and Steel Piles 35 This section is revised to read: - 36 37 The Engineer will normally permit steel piles and steel casings for cast -in -place concrete 38 piles to be spliced. But in each case, the Contractor shall obtain approval on the need and 39 40 the method for splicing. Welded splices shall be spaced at a minimum distance of 10 feet. Only welded splices will be permitted. 41 42 Splice welds for steel piles shall comply with Section 6- 03.3(25) and AWS D1.1/D1.IM, 43 latest edition, Structural Welding Code. Splicing of steel piles shall be performed in 44 accordance with an approved weld procedure. The Contractor shall submit a weld 45 procedure to the Engineer for approval prior to welding. For ASTM A 252 material, mill 46 certification for each lot of pipe to be welded shall accompany the submittal. The ends of all ' 47 steel pipe piling shall meet the fit -up requirements of AWS D1.11131.1 M, latest edition, S 320th Street at 20th Avenue S Amendments to Standard Specifications 14105 intersection Improvements RFB# Water Quality Vault Page 5 March 2014 i _ I Structural Welding Code Section 5.22.3.1, "Girth Weld Alignment (Tubular), when the 2 material is spliced utilizing a girth weld. 3 - 4 Splioe welds of steel casings for.cast in- place concrete piles shall be the Contractor's' 5 responsibility and shall be welded in accordance with AWS D1.1/D1.1 M, latest edition, 6 Structural Welding Code. A weld procedure submittal is not required for steel casings used 7 for cast -in -place concrete piles. Casings that collapse or are not watertight, shall be 8 replaced at the Contractor's expense. 9 10 6- 07.AP6 11, Section 6-07, Painting 12 January 6, 2014 13 14 6- 07.3(10)E Surface Preparation - Full Paint Removal This section is revised to read: - 15 16 For structures where full removal of existing paint is specified, the Contractor shall remove 17 any visible oil, grease, and road tar in accordance with SSPC -SP 1. 18 19 Following Preparation by SSPC =SP 1, all steel surfaces to be painted shall be prepared in 20 accordance with SSPC -SP 10, -near white metal blast cleaning.. Surfaces inaccessible to' 21 near -white metal blast cleaning shall be prepared in accordance with SSPC -SP 11, power 22 tool cleaning to bare metal, as allowed by the Engineer. 23 24 8- 04.AP8 25 Section 8-04, Curbs, Gutters, and Spillways 26 January 6, 2014 27 8 -04.3(1) Cement. Concrete Curbs, Gutters, and Spillways 28 The first sentence in the fourth paragraph is revised to read: 29 _ 30 Expansion joints in the curb or curb and .gutter shall be spaced as shown in the Plans, and 31 placed at the beginning and ends of curb returns, drainage Structures, bridges, and cold 32 joints with existing curbs and gutters. 33 34 8 -04.3(1)A Extruded Cement.Concrete Curb 35 The second.sentence in the second paragraph is revised to read: 36 - 37 Cement concrete curbs shall be anchored to the existing pavement by placing steel 38 reinforcing bars 1 foot on each side of every joint. 39 40 The third paragraph is revised to read: 41 42 Steel reinforcing bars shall meet the dimensions shown in the Standard Plans. 43 S 320th Street at 20th Avenue S Amendments to Standard. Specifications Intersection Improvements Rn# 14 -105 Water Quality Vault Page 6 March 2014 31 All percentages are by weight. 32 33 If requested by the Contractor, the plasticity index may be increased with the approval of 34 the Engineer. 35 36 9 -03.14(4) Gravel Borrow for Structural Earth Wall .37 In the second table, the row beginning with "pH" is revised to read: S 320th Street at 20th Avenue S Amendments to Standard Specifications Intersection Improvements RFB# 14-105 Water Quality Vault Page 7 March 2014 Plasticity Option Sieve Percent Passing 1 8- 11.AP8 ' 2 Section 8 -11, Guardrail 1 3 January 6, 2014 ' 4 8- 11.3(1)A Erection of Posts 5 The second paragraph in this section is deleted. ' 6 7 8- 11.3(1)C Terminal and Anchor Installation 8 The last sentence in the last paragraph is deleted. 9 200 ' 10 9 -03.AP9 11 Section 9-03, Aggregates _ 12 April 7, 2014 13 9 -03.1(2)C Use of Substandard Gradings This section including title is deleted in its entirety and replaced with the following: l14 15 16 Vacant ' 17 18 9- 03.14(3) Common Borrow 19 The following section is revised to read: 20 21 Material for common borrow shall consist of granular or nongranular soil and/or aggregate 22 which is free of deleterious material. Deleterious material includes wood, organic waste, 23 coal, charcoal, or any other extraneous or objectionable material. The material shall not 24 contain more, than 3 percent organic material by weight. The plasticity index shall be 25 determined using test method AASHTO T 89 and AASHTO T 90. 26 27 The material shall meet one of the options in the soil plasticity table below. 28 29 Soil Plasticity Table 30 31 All percentages are by weight. 32 33 If requested by the Contractor, the plasticity index may be increased with the approval of 34 the Engineer. 35 36 9 -03.14(4) Gravel Borrow for Structural Earth Wall .37 In the second table, the row beginning with "pH" is revised to read: S 320th Street at 20th Avenue S Amendments to Standard Specifications Intersection Improvements RFB# 14-105 Water Quality Vault Page 7 March 2014 Plasticity Option Sieve Percent Passing Index No. - 1 200 0-12, NJA No. 2 200. 12.1 - 35 6 or Less No. 3 200 "Above 35 0 31 All percentages are by weight. 32 33 If requested by the Contractor, the plasticity index may be increased with the approval of 34 the Engineer. 35 36 9 -03.14(4) Gravel Borrow for Structural Earth Wall .37 In the second table, the row beginning with "pH" is revised to read: S 320th Street at 20th Avenue S Amendments to Standard Specifications Intersection Improvements RFB# 14-105 Water Quality Vault Page 7 March 2014 5 -10 Method T 417 1 pH WSDOT Test 4.5-9 2 - 3 9 -0 7.AP9 4 - Section 9 -07, Reinforcing Steel 5 January 6, 2014 6 9 -07.6(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement) 7 This section's title is revised to read: 8 '9 9- 07.6(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement aril_ 10 Cement Concrete Pavement Rehabilitation) 12 9- 09.AP9 13 Section 9 -09, Timber and Lumber _ 14 January 6, 2014 15 9. 09.3(1) General Requirements 1.6 The fourth paragraph is revised to read: 17 18 19 All orders of treated timber and lumber shall be accompanied by a Certificate of Treatment record. The Certificate of Treatment showing conformance to this specification and AWPA 20 standards shall include the following information: 21 Name and location of the wood preserving company, 22 Customer identification, 23 Date of treatment and charge number,.. 24 Type of chemical used and amount of retention, 25 Treating process and identification of the Specification used, 26 Boring records verifying treatment penetration for timber and lumber with a nominal 27 dimension of 6 x 6 or larger, 28 Description of material that was treated, and 29 Signature of a responsible plant official 30 31 The fifth :paragraph is deleted. 32 '33 The first sentence in the last paragraph is revised to read: 34 All timber and lumber to be used in aquatic environments unless specified otherwise in the aq pe 35 Contract, shall be chemically treated using Western Wood Preservers Institute Best 36 Management Practices (BMPs). 37 S 320th Street at 20th Avenue S Amendments to Standard Specifications , Intersection Improvements RFR 14-105, Water Quality Vault Page 8 March 2014 5 -10 Method T 417 1 9- 10.AP9 2 Section 9 -10, Piling 3 March 3, 2014 4 9 -10.5 Steel Piling 5 This section is revised to read: 6 7 The material for rolled steel piling H- piling and pile splices shall conform to ASTM A 36, 8 ASTM A 572 or ASTM A 992. The material for steel pipe piling and splices shall. conform to 9 one of the following requirements except as specifically noted in the Plans: 10 11 1. API 5L Grade X42 or X52 material maybe used for longitudinal seam welded or .12 - helical (spiral) seam submerged -arc welded pipe piles of any diameter. 13 2. ASTM A 252 Grade 2 or 3 material may be used for longitudinal seam welded or 14 helical (spiral) seam submerged -arc welded pipe piles of any diameter. For the 15 purposes of welding and prequalification of base metal, steel pipe pile designated 16 as ASTM A 252 may be treated as prequalified provided the chemical composition ' 17 conforms to a prequalified` base metal classification listed in Table 3.1 of the AWS 18 31.1/131.1 M, latest edition, Structural Welding Code, the grade of pipe piling meets 19 or exceeds the grade specified in the Plans, and the carbon equivalent (CE) is a 20 maximum of 0.45 - percent: ' 21 3. ASTM A 572 or ASTM A 588 material may be used for longitudinal seam welded 22 piles of any diameter. '23 24 For helical (spiral) seam submerged -arc welded pipe piles, the maximum radial offset of _25 strip /plate edges shall be 1/8 inch. The offset shall be transitioned with a taper weld and the 26 slope shall not be less than a 1 in 2.5 taper. The weld reinforcement shall not be greater _ 27 than 3/16 inches and misalignment of weld beads shall not exceed 1/8 inch. 28 29 Steel soldier piles, and associated steel bars and plates, shall conform to ASTM A 36, 30 ASTM A 572 or ASTM A 992, except as otherwise noted in the Plans: 31 32 All steel piling may be accepted by the Engineer based on the Manufacturer's Certificate of 33 Compliance submitted in accordance with Section 1 -06.3. The manufacturer's certificate of 34 compliance submittal for steel pipe piles shall be accompanied by certified mill test reports, 35 including chemical analysis and carbon equivalence, for each heat of steel used to 36 _37 fabricate the steel pipe piling. 38 9- 14.AP9 39 Section 9 -14, Erosion Control and Roadside Planting 40 January 6, 2014 41 9- 14.4(7) Tackifier 42 This section is revised to read: 43 44 Tackifiers are used as a tie -down for soil, compost, seed,' and /or mulch. Tacklers shall 45 contain no growth or germination - inhibiting materials and shall not reduce infiltration.rates. 46 Tackifiers shall hydrate in water and readily blend with other slurry materials. ' S 320th Street at 20th Avenue S Amendments to Standard Specifications Intersection Improvements RFB# 14-105 Water Quality Vault Page 9 March 2014 F 1 2 3 The Contractor shall provide test results documenting the tackifier meets the requirements for Acute Toxicity, Solvents, and Heavy Metals as required in Table 1 in Section. 9- 14.4(2). 4 The tests shall be performed at the manufacturer's recommended application rate. 5 6 9- 14.6(2) Quality 7 The second and third paragraphs in this section are revised to read: 8 9 All plant material shall comply with State and Federal laws with respect to inspection 10 for plant diseases and insect infestation. Plants must meet Washington State Department 11 of Agriculture plant quarantines and have a certificate of inspection. Plants originating in 12 Canada must be accompanied by a phytosanitary certificate stating the plants meet USDA 13 health requirements.. 14 15 All plant material shall be purchased from a nursery licensed to sell plants in their state or 16 province. 17 18 S 820th Street at 20th Avenue S Amendments to Standard Specifications Intersection Improvements RFB #14 -105 Water Quality Vault Page 10 March 2014 II 1 INTRODUCTION TO THE SPECIAL PROVISIONS ' 2 3 (August 14, 2013 APWA GSP) 4 5 The work on this project shall be accomplished in accordance with the Standard Specifications 6 for Road, Bridge and Municipal Construction, 2014 edition, as issued by the Washington State 7 Department of Transportation ( WSDOT) and the American Public Works Association (APWA), 8 Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, 9 as modified or supplemented by the Amendments to the Standard Specifications and these 10 Special Provisions, all of which are made a part of the Contract Documents, shall govern all of 11 the Work. 12 13 These Special Provisions are made up of both General Special Provisions (GSPs) from various 14 sources, which may have project- specific fill -ins; and project- specific Special Provisions. Each 15 Provision either supplements, modifies, or replaces the comparable Standard Specification, or is ' 16 a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion 17 of the Standard Specifications is meant to pertain only to that particular portion of the section, 18 and in no way should it be interpreted that the balance of the section does not apply. 19 20 The project - specific Special Provisions are not labeled as such. The GSPs are labeled under 21 the headers of each GSP, with the effective date of the GSP and its source. For example: 22 ' 23 (March 8, 2013 APWA GSP) 24 (April 1, 2013 WSDOT GSP) ' 25 26 Also incorporated into the Contract Documents by reference are: 27 • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted 28 edition, with Washington State modifications, if any ' 29 • Standard Plans for Road, Bridge and Municipal Construction, WSDOT /APWA, current 30 edition 31 • City of Federal Way Standard Plans 32 33 Contractor shall obtain copies of these publications, at Contractor's own expense. 34 35 36 Division 1 37 General Requirements 38 39 DESCRIPTION OF WORK 40 41 (March 13, 1995) 42 This Contract provides for the improvement of * ** S 320th Street at 20th Avenue S Intersection 43 Improvements Water Quality Vault *** and other work, all in accordance with the attached 44 Contract Plans, these Contract Provisions, and the Standard Specifications. 45 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 1 March 2014 II 1 1 -01.3 Definitions 2 (March 8, 2013 APWA GSP) 3 ' 4 Delete the heading Completion Dates and the three paragraphs that follow it, and replace them 5 with the following: 6 7 Dates 8 Bid Opening Date 9 The date on which the Contracting Agency publicly opens and reads the Bids. 10 Award Date 11 The date of the formal decision of the Contracting Agency to accept the lowest 12 responsible and responsive Bidder for the Work. 13 Contract Execution Date 14 The date the Contracting Agency officially binds the Agency to the Contract. 15 Notice to Proceed Date , 16 The date stated in the Notice to Proceed on which the Contract time begins. 17 Substantial Completion Date 18 The day the Engineer determines the Contracting Agency has full and unrestricted use , 19 and benefit of the facilities, both from the operational and safety standpoint, any 20 remaining traffic disruptions will be rare and brief, and only minor incidental work, 21 replacement of temporary substitute facilities, plant establishment periods, or correction , 22 or repair remains for the Physical Completion of the total Contract. 23 Physical Completion Date 24 The day all of the Work is physically completed on the project. All documentation , 25 required by the Contract and required by law does not necessarily need to be furnished 26 by the Contractor by this date. 27 Completion Date ' 28 The day all the Work specified in the Contract is completed and all the obligations of the 29 Contractor under the contract are fulfilled by the Contractor. All documentation required 30 by the Contract and required by law must be furnished by the Contractor before 31 establishment of this date. 32 Final Acceptance Date 33 The date on which the Contracting Agency accepts the Work as complete. 34 35 Supplement this Section with the following: 36 37 All references in the Standard Specifications, Amendments, or WSDOT General Special 38 Provisions, to the terms "State ", "Department of Transportation ", "Washington State 39 Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary", "Contracting ". 40 "Headquarters ", and "State Treasurer' shall be revised to read Agency ' 41 42 All references to "State Materials Laboratory" shall be revised to read "Contracting Agency 43 designated location ". 44 45 All references to "final contract voucher certification" shall be interpreted to mean the final 46 payment form established by the Contracting Agency. 47 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 2 March 2014 I The venue of all causes of action arising from the advertisement, award, execution, and 2 3 performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. 4 5 Additive 6 A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, 7 which may, at the discretion of the Contracting Agency, be awarded in addition to the base 8 bid. 9 10 Alternate 11 One of two or more units of work or groups of bid items, identified separately in the Bid 12 13 Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. 14 15 Business Day, 16 A business day is any day from Monday through Friday except holidays as listed in Section 17 1 -08.5. 18 19 Contract Bond 20 The definition in the Standard Specifications for "Contract Bond" applies to whatever bond 21 form(s) are required by the Contract Documents, which may be a combination of a Payment 22 Bond and a Performance Bond. 23 24 Contract Documents 25 See definition for "Contract ". 26 27 Contract Time 28 The period of time established by the terms and conditions of the Contract within which the 29 Work must be physically completed. 30 31 Notice of Award 32 The written notice from the Contracting Agency to the successful Bidder signifying the 33 Contracting Agency's acceptance of the Bid Proposal. 34 35 Notice to Proceed 36 The written notice from the Contracting Agency or Engineer to the Contractor authorizing 37 and directing the Contractor to proceed with the Work and establishing the date on which 38 the Contract time begins. 39 40 Traffic 41 Both vehicular and non- vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 42 equestrian traffic. ' 43 44 1 -02 BID PROCEDURES AND CONDITIONS 45 46 1 -02.1 Prequalification of Bidders 47 48 Delete this Section and replace it with the following: 49 50 1 -02.1 Qualifications of Bidder 51 (January 24, 2011 APWA GSP) S320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 3 March 2014 1 2 Before award of a public works contract, a bidder must meet at least the minimum 3 qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to , 4 be awarded a public works project. 5 6 1 -02.2 Plans and Specifications 7 (June 27, 2011 APWA GSP) 8 9 Delete this section and replace it with the following: 10 11 Information as to where Bid Documents can be obtained or reviewed can be found in the 12 Call for Bids (Advertisement for Bids) for the work. 13 , 14 After award of the contract, plans and specifications will be issued to the Contractor at no 15 cost as detailed below: 16 To Prime Contractor' No. of Sets Basis of Distribution Reduced plans (11" x 17 ") 6 Furnished automatically 19 upon award. Contract Provisions 6 Furnished automatically upon award. Large plans (e.g., 22" x 2 Furnished only upon 34 ") request. 17 18 Additional plans and Contract Provisions may be obtained by the Contractor from the source 19 stated in the Call for Bids, at the Contractor's own expense. 20 21 1-02.4 Examination of Plans, Specifications and Site of Work 22 23 1- 02.4(2) Subsurface Information 24 25 ( * * * * * *) The second sentence in the first paragraph is revised to read: 26 27 A geotechnical investigation was not conducted as part of this project. The City has 28 geotechnical information from adjacent projects available at the City for review upon t 29 request. 30 31 1-02.5 Proposal Forms 32 (June 27, 2011 APWA GSP) 33 34 Delete this section and replace it with the following: 35 36 The Proposal Form will identify the project and its location and describe the work. It will also 37 list estimated quantities, units of measurement, the items of work, and the materials to be 38 furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that 39 call for, but are not limited to, unit prices; extensions; summations; the total bid amount; S 320th Street at 20th Avenue. S Intersection Improvements Water Quality Vault Page 4 Special Provisions RFB1114 -105 March 2014 r 1 signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; 2 the bidder's name, address, telephone number, and signature; the bidder's D /MNVBE 3 commitment, if applicable; a State of Washington Contractor's Registration Number; and a 4 Business License Number, if applicable. Bids shall be completed by typing or shall be 5 printed in ink by hand, preferably in black ink. The required certifications are included as part ' 6 of the Proposal Form. 7 8 The Contracting Agency reserves the right to arrange the proposal forms with alternates and 9 additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all 10 alternates and additives set forth in the Proposal Form unless otherwise specified. 11 12 13 1 -02.6 - Preparation of Proposal (June 27, 2011 APWA GSP) 14 Supplement the second paragraph with the following: 15 4. If a minimum bid amount has been established for any item, the unit or lump sum price 16 must equal or exceed the minimum amount stated. 17 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed 18 by the signer of the bid. 19 Delete the last paragraph, and replace it with the following: 20 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. 21 A bid by a corporation shall be executed in the corporate name, by the president or a vice 22 president (or other corporate officer accompanied by evidence of authority to sign). 23 A bid by a partnership shall be executed in the partnership` name, and signed by a partner. A 24 : copy of the partnership agreement shall be submitted with the Bid Form if any D /MNVBE 25 requirements are to be satisfied through such an agreement. 26 A bid by a joint venture shall be executed in the joint venture name and signed by a member 27 of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid 28 Form if any DM/MBE requirements are to be satisfied through such an agreement. 29 30 1 -02.7 Bid Deposit 31 (March 8, 2013 APWA GSP) 32 33 Supplement this section with the following: 34 35 Bid bonds shall contain the following: 36 1. Contracting Agency- assigned number for the project; 37 2. Name of the project; 38 3. The Contracting Agency named as obligee; 39 4. The amount of the bid bond stated either as a dollar figure or as a percentage which 40 represents five percent of the maximum bid amount that could be awarded; S 320th Street at 20th Avenue S Special Provisions 14 Intersection Improvements RFB# -105 Water Quality Vault Page 5 March 2014 1 5. Signature of the bidder's officer empowered to sign official statements. The signature of 2 3 the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; ' 4 6. The signature of the surety's officer empowered to sign the bond and the power of 5 attorney. 6 7 If so stated in the Contract Provisions, bidder must use the bond form included in the 8 Contract Provisions. 9 10 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 11 12 1 -02.9 Delivery of Proposal 14 15 Delete this section and replace it with the following: 16 ' 17 Each proposal shall be submitted in a sealed envelope, with the Project Name and Project 18 Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as 19 otherwise required in the Bid Documents, to ensure proper handling and delivery. ' 20 21 The Contracting Agency will not open or consider any Bid Proposal that is received after the 22 time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other 23 than that specified in the Call for Bids. 24 25 1- 02.13 Irregular Proposals 26 (March 13, 2012 APWA GSP) 27 28 Revise item 1 to read: 29 i 30 1:_ A proposal will be considered irregular and will be rejected if: 31 a. The Bidder is not prequalified when so required; 32 b. The authorized proposal form furnished by the Contracting Agency is not used or 33 is altered; 34 C. The completed proposal form contains any unauthorized additions, deletions, 35 alternate Bids, or conditions; 36 d. The Bidder adds provisions reserving the right to reject or accept the award, or 37 enter into the Contract; 38 39 e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; 40 g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, 41 as required in Section 1- 02.6; 42 h. The Bidder fails to submit or properly complete a Disadvantaged Business 43 Enterprise Certification, if applicable, as required in Section 1 -02.6; 44 i. The Bidder fails to submit written confirmation from each DBE firm listed on the 45 Bidder's completed DBE Utilization Certification that they are in agreement with 46 the bidders DBE participation commitment, if applicable, as required in Section 1- 47 02.6, or if the written confirmation that is submitted fails to meet the requirements 48 of the Special Provisions; S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 6 March 2014 1 j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as ' 2 3 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 was made; 4 k. The Bid Proposal does not constitute a definite and unqualified offer to meet the 5 material terms of the Bid invitation; or 6 1. More than one proposal is submitted for the same project from a Bidder under 7 the same or different names. 8 9 1- 02.14 Disqualification of Bidders 10 (March 8, 2013 APWA GSP, Option B) 11 12 Delete this Section and replace it with the following: 13 14 15 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder 16 responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following 17 Supplemental Criteria: 18 19 1. Delinquent State Taxes 20 ' 21 22 A Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department 23 - of Revenue. 24 25 B. Documentation: The Bidder shall not be listed on the Washington State 26 Department of Revenue's "Delinquent Taxpayer List' website: 27 http: / /dor.wa.gov/ content / fileandpaytaxes /latefiiling /dtlwest.aspx , or if they are 28 so listed, they must submit a written payment plan approved by the Department ' 29 of Revenue, to the Contracting Agency by the deadline listed below. 30 31 2. Federal Debarment 32 33 A Criterion: The Bidder shall not currently be debarred or suspended by the 34 35 federal government. 36 B. Documentation: The Bidder shall not be listed as having an "active exclusion" 37 on the U.S. government's "System for Award Management' database ' 38 (www.sam.gov). 39 40 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RF13# 14 -105 Water Quality Vault Page 7 March 2014 -1 1 3. Subcontractor Responsibility 2 3 A Criterion: The Bidder's standard subcontract form shall include the ' 4 subcontractor responsibility language required by RCW 39.06.020, and the 5 Bidder shall have an established procedure which it utilizes to validate the 6 responsibility of each of its subcontractors. The Bidder's subcontract form shall 7 requirement of i also :include a that t ea h c its subcontractors shall have and s 8 document a similar procedure to determine whether the sub -tier subcontractors 9 with whom it contracts are also "responsible" subcontractors as defined by 10 RCW 39.06.020. 11 12 B. Documentation: The Bidder, if and when required as detailed below, shall 13 submit a copy of its standard subcontract form for review by the Contracting 14 Agency, and a written description of its procedure for validating the 15 responsibility of subcontractors with which it contracts. 16 17 4. Prevailing Wages 18 19 A Criterion: The Bidder shall not have a record of prevailing wage violations as 20 determined by WA Labor & Industries in the five years prior to the bid submittal 21 date, that demonstrates a pattern of failing to pay workers prevailing wages, 22 unless there are extenuating circumstances and such circumstances are 23 deemed acceptable to the Contracting Agency. I 24 25 B. Documentation: The Bidder, if and when required as detailed below, shall 26 submit a list of all prevailing wage violations in the five years prior to the bid , 27 submittal date, along with an explanation of each violation and how it was 28 resolved. The Contracting Agency will evaluate these explanations and the 29 resolution of each complaint to determine whether the violation demonstrate a 30 pattern of failing to pay its workers prevailing wages as required. 31 32 5. Claims Against Retainacte and Bonds 33 34 A Criterion: The Bidder shall not have a record of excessive claims filed against 35 36 the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management 37 by the Bidder of making timely and appropriate payments to its subcontractors, 38 suppliers, and workers, unless there are extenuating circumstances and such 39 circumstances are deemed acceptable to the Contracting Agency. ' 40 41 B. Documentation: The Bidder, if and when required as detailed below, shall 42 submit a list of the public works projects completed in the three years prior to 43 the bid submittal date that have had claims against retainage and bonds and 44 include for each project the following information: 45 46 • Name of project , 47 • The owner and contact information for the owner; 48 • A list of claims filed against the retainage and /or payment bond for any of 49 the projects listed; 1 50 A written explanation of the circumstances surrounding each claim and 51 the ultimate resolution of the claim. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water tj' uali Vault Pa 8 March 2014 Q � 1 2 3 6. Public Bidding Crime 4 A Criterion: The Bidder and /or its owners shall not have been convicted of a b crime involving bidding on a public works contract in the five years prior to the �- 6 bid date. 7 submittal 8 B. Documentation: The Bidder, if and when required as detailed below, shall sign 9 a statement (on a form to be provided by the Contracting Agency) that the 10 Bidder and /or its owners have not been convicted of a crime involving bidding 11 on a public works contract. 12 13 7. Termination for Cause / Termination for Default 14 15 A Criterion: The Bidder shall not have had any public works contract terminated ' 16 for cause or terminated for default by a government agency in the five years 17 prior to the bid submittal date, unless there are extenuating circumstances and 18 such circumstances are deemed acceptable to the Contracting Agency. 19 20 B. Documentation: The Bidder, if and when required as detailed below, shall sign 21 a statement (on a form to be provided by the Contracting Agency) that the 22 Bidder has not had any public works ` contract terminated for cause or 23 terminated for default by a government agency in the five years prior to the bid 24 submittal date; or if Bidder was terminated, describe the circumstances. . 25 26 8. Lawsuits 27 28 A Criterion: The Bidder shall not have lawsuits with judgments entered against 29 the Bidder in the five years prior to the bid submittal date that demonstrate a 30 pattern of failing to meet the terms of contracts, unless there are extenuating 31 circumstances and such circumstances are deemed acceptable to the 32 Contracting Agency 33 34 B. Documentation: The Bidder, if and when required as detailed below, shall sign 35 a statement (on a form to be provided by the Contracting Agency) that the 36 Bidder has not had any lawsuits with judgments entered against the Bidder in 37 the five years prior to the bid submittal date that demonstrate a pattern of failing 38 to meet the terms of contracts, or shall submit a list of all lawsuits with 39 judgments entered against the Bidder in the five years prior to the bid submittal 40 date, along with a written explanation of the circumstances surrounding each 41 such lawsuit. The Contracting Agency shall evaluate these explanations to 42 determine whether the lawsuits demonstrate a pattern of failing to meet of ' 43 terms of construction related contracts 44 45 As evidence that the Bidder meets the mandatory and supplemental responsibility criteria 46 stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 47 12 :00 P.M. (noon) of the second business day following the bid submittal deadline, a 48 written statement verifying that the Bidder meets all of the mandatory and supplemental 49 criteria together with supporting documentation including but not limited to that detailed 50 above (sufficient in the sole judgment of the Contracting Agency) demonstrating 51 compliance with all mandatory and supplemental responsibility criteria. The Contracting ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 9 March 2014 1 Agency reserves the right to request such documentation from other Bidders as well, and 2 to request further documentation as needed to assess Bidder responsibility. The 3 Contracting Agency also reserves the right to obtain information from third - parties and , 4 independent sources of information concerning a Bidder's compliance with the mandatory 5 and supplemental criteria, and to use that information in their evaluation. The Contracting 6 Agency may (but is not required to) consider mitigating factors in determining whether the 7 Bidder complies with the requirements of the supplemental criteria. 8 9 The basis for evaluation of Bidder compliance with these mandatory and supplemental 10 criteria shall include any documents or facts obtained by Contracting Agency (whether , 11 from the Bidder or third parties) including but not limited to: (i) financial, historical, or 12 operational data from the Bidder; (ii) information obtained directly by the Contracting 13 Agency from others for whom the Bidder has worked, or other public agencies or private 14 enterprises; and (iii) any additional information obtained by the Contracting Agency which 15 is believed to be relevant to the matted 16 '17 If the Contracting Agency determines the Bidder does not meet the bidder responsibility 18 criteria above and is therefore not a responsible Bidder, the Contracting Agency shall 19 notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees 20 with this determination, it may appeal the determination within two (2) business days of the 21 Contracting Agency's determination by presenting its , appeal and any additional 22 - information to the Contracting Agency. The Contracting Agency will consider the appeal 23 and any additional information before issuing its final determination. If the final , 24 determination affirms that the Bidder is not responsible, the Contracting Agency will not 25 execute a contract with any other Bidder until at least two business days after the Bidder 26 determined to be not responsible has received the Contracting Agency's final 27 determination. 28 29 Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with 30 concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility 31 Criteria may make or submit requests to the Contracting Agency to modify the criteria. 32 Such requests shall be in writing, describe the nature of the concerns, and propose 33 speck modifications to the criteria. Bidders shall submit such requests to the Contracting , 34 Agency no later than five (5) business days prior to the bid submittal deadline and address 35 the request to the Project Engineer or such other person designated by the Contracting 36 Agency in the Bid Documents. , 37 38 1 -02.15 Pre Award Information 39 (August 14, 2013 APWA GSP) , 40 41 Revise this section to read: 42 43 Before awarding any contract, the Contracting Agency may require one or, more of these 44 items or actions of the apparent lowest responsible bidder: 45 1. A complete statement of the origin, composition, and manufacture of any or all materials 46 to be used, 47 2. Samples of these materials for quality and fitness tests, 48 3. A progress schedule (in a form the Contracting Agency requires) showing the order of 49 1 and time required for the various phases of the work, 50 4. A breakdown of costs assigned to any bid item, S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 10 March 2014 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 11 March 2014 1 5. Attendance at a conference with the Engineer or representatives of the Engineer, ' 2 3 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 4 7. Any other information or action taken that is deemed necessary to ensure that the bidder 5 6 is the lowest responsible bidder. 7 8 1-03 Award and Execution of Contract 9 10 1 -03.1 Consideration of Bids 11 (January 23, 2006 APWA GSP) 12 13 Revise the first paragraph to read: 14 15 After opening and reading proposals, the Contracting Agency will check them for 16 correctness of extensions of the prices per unit and the total price. If a discrepancy exists 17 between the price per unit and the extended amount of any bid item, the price per unit will 18 control. If a minimum bid amount has been established for any item and the bidder's unit or 19 lump sum price is less than the minimum specified amount, the Contracting Agency will 20 unilaterally revise the unit or lump sum price, to the minimum specified amount and 21 recalculate the extension. The total of extensions, corrected where necessary, including 22 sales taxes where applicable and such additives and /or alternates as selected by the 23 Contracting Agency, will be used by the Contracting Agency for award purposes and to fix 24 the Awarded Contract Price amount and the amount of the contract bond. 25 - 26 27 1 -03.3 Execution of Contract 28 (October 1; 2005 * * * * * *) 29 30 Revise this section to read: 31 32 Copies of the Contract Provisions including the unsigned Form of Contract, will be available 33 for signature by the successful bidder on the first business day following award. The number 34 of copies to be executed by the Contractor will be determined by the Contracting Agency. 35 36 Within 10 calendar days after the award date, the successful bidder shall return the signed 37 Contracting Agency - prepared contract, an insurance certification as required by Section 1- 38 07.18, and a satisfactory bond as required by law and Section 1,03.4. Before execution of 39 the contract by the Contracting Agency, the successful bidder shall provide any pre - award 40 information the Contracting Agency may require under Section 1- 02.15. 41 42 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 43 Agency nor shall any work begin within the project limits or within Contracting Agency - 44 furnished sites. The Contractor shall bear all risks for any work begun outside such areas 45 and for any materials ordered before the contract is executed by the Contracting Agency. 46 47 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 11 March 2014 r 1 1 -03.4 Contract Bond 2 (October 1, 2005 APWA GSP) 3 4 Revise the first paragraph to read: 5 6 The successful bidder shall provide an executed contract bond for the full contract amount. 7 This contract bond shall: 8 1. Be on a Contracting Agency- furnished form; 9 2. Be signed by an approved surety (or sureties) that: 10 a. Is registered with the Washington State Insurance Commissioner, and 11 b. Appears on the current Authorized Insurance List in the State of Washington 12 published by the Office of the Insurance Commissioner, 13 3. Be conditioned upon the faithful performance of the contract by the Contractor within the 14 prescribed time; 15 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency 16 against any claim of direct or indirect loss resulting from the failure: 17 a. Of the Contractor (or any of the employees, subcontractors, or lower tier 18 subcontractors of the Contractor) to faithfully perform the contract, or 19 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the 20 Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, 21 materialperson, or any other person who provides supplies or provisions for carrying 22 out the work; , 23 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the 24 bond: and 25 6. Be signed by an officer of the Contractor empowered to sign official statements (sole , 26 proprietor or partner). If the Contractor is a corporation, the bond must be signed by the 27 president or vice - president, unless accompanied by written proof of the authority of the 28 individual signing the bond to bind the corporation (i.e., corporate resolution, power of 29 attorney or a letter to such effect by the president or vice - president). 30 31 1-04 Scope of Work 32 33 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, , 34 Specifications, and Addenda 35 (March 13, 2012) 36 Revise the second paragraph to read: 37 38 Any inconsistency in the parts of the contract shall be resolved by following this order of 39 precedence (e.g., -1 presiding over 2, 2 over 3, 3 over 4, and so forth): 40 1. Addenda, , 41 2. Proposal form, 42 3. Special Provisions, 43 4. Contract Plans, 44 5. Amendments to the Standard' Specifications, 45 6. Standard Specifications, 46 7. Contracting Agency's' Standard Plans or Details (if any), and 47 8. WSDOT Standard Plans for Road. Bridge, and Municipal Construction. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 12 March 2014 , 28 Contractor Surveying - Roadway 29 Copies of the Contracting Agency provided primary survey control data are available for the 30 bidder's inspection at the office of the Project Engineer. 31 32 The Contractor shall be responsible for setting, maintaining, and resetting all alignment 33 stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, 34 surfacing, paving, channelization and pavement marking, illumination and signals, 35 guardrails and barriers, and signing. Except for the survey control data to be furnished by - 36 the Contracting Agency, calculations, surveying, and measuring required for setting and 37 maintaining the necessary lines and grades shall be the Contractor's responsibility. 38 39 The Contractor shall inform the Engineer when monuments are discovered that were not 40 identified in the Plans and construction activity may disturb or damage the monuments. All 41 monuments noted on the plans "DO NOT DISTURB shall be protected throughout the 42 length of the project or be replaced at the Contractors expense. 43 44 Detailed survey records shall' be maintained, including a description of the work performed 45 on each shift, the methods utilized, and the control points used. The record shall be 46 adequate to allow the survey to be reproduced. A copy of each day's record shall be 47 provided to the Engineer within three working days after the end of the shift. 48 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 13 March 2014 1 2 3 1 -04.4 Changes 4 1- 04.4(1) Minor Changes 5 6 Section 1- 04.4(1) is supplemented with the following: 7 Payments or credits for changes amounting to $15,000 or less may be made under the Bid item 8 "Minor Change ". At the discretion of the Contracting Agency, this procedure for Minor 9 Changes may be used in lieu of the more formal procedure as outlined in Section 1- 10 04.4, Changes. 11 The Contractor will be provided a copy of the completed order for Minor Change. The 12 agreement for the Minor Change will be documented by signature of the Contractor, 13 or notation of verbal agreement. If the Contractor is in disagreement with anything 14 15 required by the order for Minor Change, the Contractor may protest the order as provided in Section 1 -04.5. 16 Payments or credits will be determined in accordance with Section 1 -09.4. For the purpose of 17 providing a common Proposal for all Bidders, the Contracting Agency has entered an 18 amount for "Minor Change" in the Proposal to become a part of the total Bid by the 19 Contractor. 20 21 1 -05 Control of Work 22 23 1 -05.4 Conformity With And Deviations From Plans And Stakes 24 25 Section 1 -05.4 is supplemented with the following: 26 27 (April 1, 2013) 28 Contractor Surveying - Roadway 29 Copies of the Contracting Agency provided primary survey control data are available for the 30 bidder's inspection at the office of the Project Engineer. 31 32 The Contractor shall be responsible for setting, maintaining, and resetting all alignment 33 stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, 34 surfacing, paving, channelization and pavement marking, illumination and signals, 35 guardrails and barriers, and signing. Except for the survey control data to be furnished by - 36 the Contracting Agency, calculations, surveying, and measuring required for setting and 37 maintaining the necessary lines and grades shall be the Contractor's responsibility. 38 39 The Contractor shall inform the Engineer when monuments are discovered that were not 40 identified in the Plans and construction activity may disturb or damage the monuments. All 41 monuments noted on the plans "DO NOT DISTURB shall be protected throughout the 42 length of the project or be replaced at the Contractors expense. 43 44 Detailed survey records shall' be maintained, including a description of the work performed 45 on each shift, the methods utilized, and the control points used. The record shall be 46 adequate to allow the survey to be reproduced. A copy of each day's record shall be 47 provided to the Engineer within three working days after the end of the shift. 48 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 13 March 2014 1 The meaning of words and terms used in this provision shall be as listed in "Definitions of 2 Surveying and Associated Terms" current edition, published by the American Congress on 3 Surveying and Mapping and the American Society of Civil Engineers. 4 5 The survey work shall include but not be limited to the following: 6 '7 1. ` Verify the primary horizontal and vertical control furnished by the Contracting 8 Agency, and expand into secondary control by adding stakes and hubs as well as 9 additional survey control needed for the project. Provide descriptions of 10 secondary control to the Contracting Agency. The description shall include , 11 coordinates and elevations of all secondary control points. 12 13 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on r 14 centerline or on offsets to centerline at all curve points (PCs, PTs, and Pis) and at 15 points on the alignments spaced no further than 50 feet. 16 17 3. Establish clearing - limits, placing stakes at all angle points and at intermediate 18 points not more than 50 feet apart. The clearing and grubbing limits shall be 5 19 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise 20 shown in the Plans. 21 22 4. Establish grading limits, placing slope stakes at centerline increments not more 23 than 50 feet apart. Establish offset reference to all slope stakes. If Global , 24 Positioning Satellite (GPS) Machine Controls are used to provide grade control, 25 then slope stakes may be omitted at the discretion of the Contractor 26 27 5. Establish the horizontal and vertical location of all drainage features, placing offset - 28 stakes to all drainage structures and to pipes at a horizontal interval not greater 29 than 25 feet. 30 31 6. Establish roadbed and surfacing elevations by placing stakes at the top of 32 subgrade and at the top of each course of surfacing. Subgrade and surfacing 33 stakes shall be set at horizontal intervals not greater than 50 feet in tangent' ' 34 sections, 25 feet in curve sections with a radius less than 300 feet and at 10 -foot 35 36 intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional t 37 points such that the transverse spacing of stakes is not more than 12 feet. If GPS 38 Machine Controls are used to provide grade control, then roadbed and surfacing 39 stakes may be omitted at the discretion of the Contractor. 40 41 7.- Establish intermediate elevation benchmarks as needed to check work throughout 42 the project. 43 44 8. Provide ` references for paving pins at 25 -foot intervals or provide simultaneous 45 surveying to establish location and elevation of paving pins as they are being 46 placed. 47 48 49 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, 50 guardrails and barriers, and signing) provide staking and layout as necessary to 51 adequately locate, construct, and check the specific construction activity. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 14 March 2014 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 15 Special Provisions RFB# 14 -105 March 2014 1 2 10. Contractor shall determine if changes are needed to the profiles or roadway 3 sections shown in the Contract Plans in order to achieve proper smoothness and 4 drainage where matching into existing features, such as a smooth transition from 5 new pavement to existing pavement. The Contractor shall submit these changes 6 to the Project Engineer for review and approval 10 days prior to the beginning of 7 work. 8 9 The Contractor shall provide the Contracting Agency copies of any calculations and staking 10 data when requested by the Engineer. 11 12 To facilitate the establishment of these lines and elevations, the Contracting Agency will 13 provide the Contractor with primary survey control information consisting of descriptions of 14 two primary control points used for the horizontal and vertical control, and descriptions of 15 two additional primary control points for every additional three miles of project length. 16 Primary control points will be described by reference to the project alignment and the 17 coordinate system and elevation datum utilized by the project. In addition, the Contracting 18 Agency will supply horizontal coordinates for the beginning and ending points and for each 19 Point of Intersection (PI) on each alignment included in the project. 20 21 The Contractor shall ensure a surveying accuracy within the following tolerances: 22 23 Vertical Horizontal 24 Slope stakes ±0.10 feet ±0.10 feet 25 Subgrade grade stakes set 26 0.04 feet below grade ±0.01 feet ±0.5 feet 27 (parallel to alignment) 28 ±0.1 feet 29 (normal to alignment) 30 31 Stationing on roadway N/A ±0.1 feet 32 Alignment on roadway N/A ±0.04 feet 33 Surfacing grade stakes ±0.01 feet ±0.5 feet 34 (parallel to alignment) 35 ±0.1 feet 36 (normal to alignment) 37 38 39 Roadway paving pins for surfacing or paving ±0.01 feet ±0.2 feet 40 (parallel to alignment) 41 42 - ±0.1 feet (normal to alignment) 43 44 The Contracting Agency may spot -check the Contractor's surveying. These spot- checks 45 will not change the requirements for normal checking by the Contractor. 46 47 When staking roadway alignment and stationing, the Contractor shall perform independent ' 48 checks from different secondary control to ensure that the points staked are within the 49 specified survey accuracy tolerances. 50 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 15 Special Provisions RFB# 14 -105 March 2014 I � S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 16 March 2014 I I 1 Agency The Contractor shall calculate coordinates for the alignment. The Contracting ge cy will 2 3 verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the 4 data is received. 5 6 Contract work to be performed using contractor - provided stakes shall, not begin until the ' 7 stakes are approved by the Contracting Agency. Such approval shall not relieve the 8 Contractor of responsibility for the accuracy of the stakes. 9 10 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are 11 needed that are not described in the Plans, then those stakes shall be marked, at no 12 additional cost to the Contracting Agency as ordered by the Engineer. 13 , 14 Payment 15 Payment will be made in accordance with Section 1 -04.1 for the following bid item when 16 included in the proposal: , 17 18 „Roadway Surveying`, lump sum. 19 20 The lump sum contract price for 'Roadway Surveying" shall be full pay for all labor, 21 equipment, materials, and supervision utilized to perform the Work specified, including any 22 resurveying, checking, correction of errors, replacement of missing or damaged stakes, and 23 coordination efforts. , 24 25 _26 Add the following new section: '27 * * * * * * ) 28 1- 05.5As -Built Survey and Record Drawings 29 30 After construction has been completed the Contractor shall perform an as- built survey and 31 provide the information in an AutoCAD 2013 file to the Engineer. This as -built survey shall 32 consist of the following: 33 34 • Survey of rim elevation, and invert elevations of all storm drainage structures installed, 35 modified or left in place within the limits of this contract. This shall include all drainage 36 structures between the back of sidewalk to back of sidewalk only. , 37 • Finished grade shots on all utility appurtenances within the limits of this contract, including, 38 39 but not limited to vaults, handholes, valves, fire hydrants, water meters, junction boxes, signal P oles etc. Appurtenances with round covers should have one survey shot in the 40 center of the manhole or valve. cover, or at the center of the fire hydrant. Utility handholes 41 and boxes shall have two shots on opposite corners of the cover. 42 • Final curb elevations, with a minimum of 5 shots at each curb return. Also, final shots along 43 all curb and gutter, block curb, integral curb and extruded curb installed in this contract (at 44 flowline of the curbs). 45 • Final elevations at the front and back of walk throughout the project limits. , 46 • Final wall elevations at the face and top of all walls installed in this contract. 47 • Shots of all signs, trees, illumination and signal equipment installed as part of this contract, 48 • Shots to delineate all channelization installed in this contract. 49 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 16 March 2014 I I 7 I Throughout construction, the Contractor shall keep a set of redline drawings that record as- 2 built information at the project site. This set of drawings shall be provided to the Engineer at ' 3 the end of the project. This record drawing information shall, at a minimum, consist of the 4 following: 5 ' 6 All changes to the Contract Plans. 7 Pothole information gathered by the Contractor. 8 Actual location of utility trenches, including depth to top of conduits at a minimum of 100' 9 spacing. 10 Existing utility information not included in the Contract Plans, or that differs from the Contract 11 Plans. 12 13 Payment will be made in accordance with Section 1 -04.1 for the following bid items when 14 included in the proposal 15 16 "As -Built Survey and Record Drawings ", lump sum. 17 18 The lump sum contract price for "As -Built Survey and Record Drawings " shall be full pay 19 for all labor, equipment, materials, and supervision utilized to perform the work specified, ' 20 including any resurveying, checking, correction of errors, replacement of missing or 21 damaged stakes, and coordination efforts. 22 23 1 -05.6 Inspection of Work and Materials 24 Supplement Section 1 -05.6 with the following: 25 27 At least a three (3) working day written notification shall be required on all requests for 28 engineering services other than inspection. All requests shall be coordinated with the Engineer. 29 30 The Contractor will be responsible for overtime pay to the City's Engineer for approved work 31 performed on weekends or holidays. 32 33 All costs resulting from delays in which requests were not coordinated with the Engineer shall 34 be the sole responsibility of the Contractor. 35 -36 1-05.7 Removal of Defective and Unauthorized Work 37 (October 1, 2005 APWA GSP) 38 39 Supplement this section with the following: 40 41 If the Contractor fails to remedy defective or unauthorized work within the time specified in a 42 written .notice from the Engineer, or fails to perform any part of the work required by the 43 Contract Documents, the Engineer may correct and remedy such work as may be identified 44 in the written notice, with Contracting Agency forces or by such other means as the 45 Contracting Agency may deem necessary. 46 47 If the Contractor fails to comply with a written order to remedy what the Engineer determines 48 to be an emergency situation, the Engineer may have the defective and unauthorized work 49 corrected immediately, have the rejected work removed and replaced, or have work the 50 Contractor refuses to perform completed by using Contracting Agency or other forces. An 51 emergency situation is any situation when, in the opinion of the Engineer, a delay in its S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 17 March 2014 1 remedy could be potentially unsafe, or might cause serious risk of loss or damage to the 2 public. 3 ' 4 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and 5 remedying defective or unauthorized work, or work the Contractor failed or refused to 6 perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from 7 monies due, or to become due, the Contractor. Such direct and indirect costs shall include in 8 particular, but without limitation, compensation for additional professional services required, 9 and costs for repair and replacement of work of others destroyed or damaged by correction, 10 removal, or replacement of the Contractor's unauthorized work. 11 12 No adjustment in contract time or compensation will be allowed because of the delay in the 13 performance of the work attributable to the exercise of the Contracting Agency's rights 14 provided by this Section. 15 16 The rights exercised under the provisions of this section shall not diminish the Contracting , 17 Agency's right to pursue any other avenue for additional remedy or damages with respect to 18 the Contractor's failure to perform the work as required. 19 20 1 -05.11 Final Inspection 21 22 Delete this section and replace it with the following: 23 t 24 1 -05.11 Final Inspections and Operational Testing 25 (October 1, 2005 APWA GSP) 26 27 1- 05.11(1) Substantial Completion Date 28 29 When the Contractor considers the work to be substantially complete, the Contractor shall 30 so notify the Engineer and request the Engineer establish the Substantial Completion Date. 31 The Contractor's request shall list the specific items of work that remain to be completed in 32 order to reach physical completion. The Engineer will schedule an inspection of the work 33 with the Contractor to determine the status of completion. The Engineer may also establish 34 the Substantial Completion Date unilaterally. 35 36 If, after this inspection, the Engineer concurs with the Contractor that the work is 37 substantially complete and ready for its intended use, the Engineer, by written notice to the 38 Contractor, will set the Substantial Completion Date. _If, -after this inspection the Engineer 39 does not consider the work substantially complete and ready for its intended use, the 40 Engineer will, by written notice, so notify the Contractor giving the reasons therefor. 41 42 , Upon receipt of written notice concurring in or denying substantial completion, whichever is 43 applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 44 interruption, the work necessary to reach Substantial and Physical Completion. The 45 Contractor shall provide the Engineer with a revised schedule indicating when the 46 Contractor expects to reach substantial and physical completion of the work. r 47 48 ' The above process shall be repeated until the Engineer establishes the Substantial 49 Completion Date and the Contractor considers the work physically complete and ready for 50 final inspection. 51 S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 18 March 2014 1 1- 05.11(2) Final Inspection and Physical Completion Date 2 3 When the Contractor considers the work physically complete and ready for final inspection, 4 the Contractor by written notice, shall request the Engineer to schedule a final inspection. 5 The Engineer will set a date for final inspection. The Engineer and the Contractor will then 6 make a final inspection and the Engineer will notify the Contractor in writing of all particulars 7 in which the final inspection reveals the work incomplete or unacceptable. The Contractor 8 shall immediately take such corrective measures, as are necessary to remedy the listed 9 deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption 10 until physical completion of the listed deficiencies. This process will continue until the 11 Engineer is satisfied the listed deficiencies have been corrected. 12 ` 13 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the 14 written notice listing the deficiencies, the Engineer may, upon written notice to the 15 Contractor, take whatever steps are necessary to correct those deficiencies pursuant to ' 16 Section 1- 05.7. 17 The Contractor will not be allowed an extension of contract time because of a delay in the 18 performance of the work' attributable to the exercise of the Engineer's right hereunder. 19 20 Upon correction of all deficiencies, the Engineer will notify the Contractor and the 21 Contracting Agency, in writing, of the date upon which the work was considered physically 22 complete. That date shall constitute the Physical Completion Date of the contract, but shall 23 not imply acceptance of the work or that all the obligations of the Contractor under the 24 contract have been fulfilled. ' 25 26 1- 05.11(3) Operational Testing 27 28 It is the intent of the Contracting Agency to have at the Physical Completion Date a 29 complete and operable system. Therefore when the work involves the installation of 30 machinery or other mechanical equipment; street_ lighting, electrical distribution or signal 31 systems; irrigation systems; buildings; or other similar work it may be desirable for the 32 Engineer to have the Contractor operate and test the work for a period of time after final 33 inspection but prior to the physical completion date. Whenever items of work are listed in the 34 Contract Provisions for operational testing they shall be fully tested under operating 35 conditions for the time period specified to ensure their acceptability prior to the Physical 36 Completion Date. During and following the test period, the Contractor shall correct any items 37 of workmanship, materials, or equipment which prove faulty, or that are not in first class 38 operating condition. Equipment, electrical controls, meters, or other devices and equipment 39 to be tested during this period shall be tested under the observation of the Engineer, so that 40 the Engineer may determine their suitability for the purpose for which they were installed. 41 The Physical Completion Date cannot be established until testing and corrections have been 42 completed to the satisfaction of the Engineer. 43 44 The costs for power, gas, labor, material, supplies, and everything else needed to 45 successfully complete operational 'testing, shall be included in the unit contract prices 46 related to the system being tested, unless specifically set forth otherwise in the proposal. 47 48 Operational and test periods, when required by the Engineer, shall not affect a 49 manufacturer's guaranties or warranties furnished under the terms of the contract. 50 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 19 March 2014 1 1 -05.13 Superintendents, Labor and Equipment of Contractor' 2 3 (March 25, 2009 APWA GSP) 4 Revise the seventh paragraph to read: 5 6 Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to 7 Section 1- 02.14, it will take these performance reports into account. 8 9 Cooperation with Other Contractors 10 Supplement Section 1- 05.14 with the following: ' 11 ' 13 1-05.14(A) Notifications Relative to Contractor's Activities 14 Notification shall be written, with a copy delivered to the Engineer within a minimum of three (3) 15 working days prior to the commencement of work, including any work impacting utilities, and 16 must be in such detail as to give the time of the commencement and completion of work, names 17 of streets to be closed, schedule of operations, routes of detours where possible. The 18 Contractor shall also notify the agencies listed below of the name(s) of the construction 19 superintendent in responsible charge or other individuals having full authority to execute the 20 orders or direction of the Engineer, in the event of an emergency. Failure to comply with this 21 requirement will result in a stop work order. 22 City of Federal Way South King Fire & Rescue Police Department 31617 1 st Ave. South 33325 -8th Ave S Federal Way, WA 98003 Federal Way, WA 98063 -9718 Telephone: 253 - 839 -6234 ' Telephone: 253- 835 -6701 To schedule off duty officers Telephone: 253- 835 -6767 Federal Way School District King County Metro Transportation Department - 1270 Sixth Avenue South, Bldg. 2, 1211 S. 332nd St. MS :QS Federal Way, WA 98003 ' Seattle, WA 98134 Telephone: 253 -945 -5960 Telephone: 206 -684 -2785 COMCAST Puget Sound Energy (Gas & Power) 410 Valley Ave NW, Suite 12 -Bldg C 3130 S. 38th St. Puyallup, WA 98371 Tacoma, WA 98409 Attn: Jerry Steele Attn: Anita Yurovchak' , Telephone: 253- 288 -7532 Telephone: 253- 476 -6304 Centuryl-ink (Tole- communications) King County Traffic Operations r 2310 S. 84th, Suite 18 155 Monroe Avenue NE Lakewood, WA 98499 Renton, WA 98056 Attn: Victor Novelo Attn: Mark Parrett Telephone: 253 - 372 -5363 Tel: 206 - 296 - 8152` 7 253 872 6 9 4 Lakehaven Utility District 31627 First Avenue South ' P. O. Box 4249 Federal Way, WA 98003 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 20 March 2014 t S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 21 March 2014 Attn: Tim Osborne Telephone: 253 - 945 -1582 1 1- 05.14(6) Coordination of Work with City 2 At least a three (3) working day written notification shall be required on all requests for 3 engineering services other than inspection. All requests shall be coordinated with the Engineer. 4 5 The Contractor will not be responsible for overtime pay to the City's Engineer for work 6 7 performed at night. 8 All costs resulting from delays in which requests were not coordinated with the Engineer shall 9 be the sole responsibility of the Contractor, 10 11 1 -05.15 Method of Serving Notices 12 (March 25, 2009 APWA GSP) ' 13 Revise the second paragraph to read: 14 15 16 All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constitutinq any notification, notice of protest, notice of 17 dispute or other correspondence constituting notification required to be furnished under the , 18 Contract, must be in paper format, hand delivered or sent via mail delivery service to the ' 19 Project Engineer's office. Electronic copies such as a -mails or electronically delivered 20 copies of correspondence will not constitute such notice and will not comply with the 21 requirements of the Contract. 22 23 Add the following new section: 24 25 1 -05.16 Water and Power 26 (October 1, 2005 APWA GSP) 27 28 The Contractor shall make necessary arrangements, and shall bear the costs for power and ' 29 water necessary for the performance of the work, unless the contract includes power and 30 water as a pay item. 31 32 Add the following new section: 33 34 1- 05.17 , Oral Agreements 35 (October 1, 2005 AWPA GSP) 36 37 No oral agreement or conversation with any officer, agent, or employee of the Contracting ' 38 39 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 40 agreement or conversation shall be considered as unofficial information and in no way 41 binding upon the Contracting Agency, unless subsequently put in writing and signed by the ' 42 Contracting Agency. 43 t S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 21 March 2014 1 Add the following to Section 1 -05: 2 3 Contractor's Daily Diary 5 - 6 The Contractor and subcontractors, as additional consideration for payment for this contract 7 work, hereby agree to maintain and provide to the Owner and the Engineer a Daily Diary 8 Record of this Work. This diary will be created by pen and ink entries in a hardbound diary 9 book of the type that is commonly available by the commercial outlets. The diary must be 10 kept and maintained by the Contractor's designated project superintendent. Entries must be 11 made on a daily basis and must accurately represent all of the project activities on each day. 12 13 At a minimum, the diary shall show on a daily basis: ' 14 • The day and date. 15 16 • The weather conditions, including changes throughout the day. • A complete description of work accomplished during the day with adequate references to the 17 h he reader can Basil and accurate) identify said work on flans and Specifications set at t y y fy 18 the Plans. 19 • An entry for each and every changed condition, dispute or potential dispute, incident, 20 accident, or occurrence of any nature whatsoever which might affect the Contract, Owner, or 21 an third art in an manner. Y party Y 22 • Listing of any materials received and stored on or off -site by the Contractor for future 23 installation, to include the manner of storage and protection of the same. , 24 • Listing of materials installed during each day. 25 • List of all subcontractors working on -site during each day. 26 Listing of the number of Contractor's employees working during each day by category of 27 employment; 28 Listing of Contractor's equipment working on the site during each day. Idle equipment on the 29 site shall be listed and designated as idle. , 30 • Notations to explain inspections, testing, stake -out, and all other services furnished to the 31 Contractor by the Owner or other during each day. 32 Entries to verify the daily (including non -work days) inspection and maintenance of traffic ' 33 control devices and condition of the traveled roadway surfaces. The Contractor shall not 34 allow any conditions to develop that would be hazardous to the public. 35 • Any other information that serves to give an accurate and complete record of the nature, 36 quantity, and quality of the Contractor's progress on each day. 37 • Summary of total number of working days to date, and total number of delay days to date. 38 39 All pages of the diary must be numbered consecutively with no omissions in page numbers. 40 The Contractor shall utilize additional sheets separate from the diary book, if necessary, to 41 provide a complete diary record. However, the Owner's senior representative must sign 42 separate sheets on each day and a copy furnished at the time of signing to the Owner. The ' 43 'Contractor must provide a copy of the diary to the Owner and the Engineer each morning for 44 45 the preceding workday. All copies must be legible. ,46 IT IS EXPRESSLY AGREED BETWEEN THE CONTRACTOR AND THE OWNER THAT 47 THE DAILY DIARY MAINTAINED BY THE CONTRACTOR SHALL BE THE 48 "CONTRACTOR'S BOOK OF ORIGINAL ENTRY" FOR THE DOCUMENTATION OF ANY , 49 POTENTIAL CLAIMS OR DISPUTES THAT MIGHT ARISE DURING THIS CONTRACT. 50 FAILURE OF THE CONTRACTOR TO MAINTAIN THIS DIARY IN THE MANNER S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 22 March 2014 i 1 1 DESCRIBED ABOVE WILL CONSTITUTE A WAIVER OF ANY SUCH CLAIMS OR 2 DISPUTES BY THE CONTRACTOR. THE DAILY DIARY MAINTAINED BY THE 1 3 CONTRACTOR DOES NOT CONSTITUTE THE OFFICIAL RECORD OF THE PROJECT. 4 THE OFFICIAL RECORD OF THE PROJECT IS PREPARED AND MAINTAINED 5 EXCLUSIVELY BY THE ENGINEER. 6 7 1-07 Legal Relations and Responsibilities to the Public 8 9 1_ -07.1 Lawn to be Observed 10 (October 1, 2005 APWA GSP) 11 ' 12 13 Supplement this section with the following: 14 In cases of conflict between different safety regulations, the more stringent regulation shall 15 apply. 16 17 The Washington State Department of Labor and Industries shall be the sole and paramount 18 administrative agency responsible for the administration of the provisions of the Washington 19 Industrial Safety and Health Act of 1973 (WISHA). 20 21 The Contractor shall maintain at the project site office, or other well known place at the 22 project site, all articles necessary for providing first aid to the injured. The Contractor shall 1 23 establish, publish, and make known to all employees, procedures for ensuring immediate 24 removal to a hospital, or doctor's care, persons, including employees, who may have been 25 injured on the project site. Employees should not be permitted to work on the project site 26 before the Contractor has established and made known procedures for removal of injured 27 persons to a hospital or a doctor's care. 28 29 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the 1 30 Contractor's plant, appliances, and methods, and for any damage or injury resulting from 31 their failure, or improper maintenance, use, or operation. The Contractor shall be solely and 32 completely responsible for the conditions of the project site, including safety for all persons ' 33 and property in the performance of the work. This requirement shall apply continuously, and 34 not be limited to normal working hours. The required or implied duty of the ;Engineer to 35 36 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 37 the project site. 38 39 1 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 23 March 2014 i 1 1 (April 3, 2006) 2 Confined Space 3 Confined spaces are known to exist at the following locations: i 4 5 " ** Catch Basins; Manholes; Stormwater Treatment Systems; Utility vaults *** 6 See project plans for locations I 7 8 The Contractor shall be fully responsible for the safety and health of all on -site workers and 9 compliant with Washington Administrative Code (WAC 296 -809). 10 11 The Contractor shall prepare and implement a confined space program for each of the 12 confined spaces identified above. The Contractors Confined Space program shall be sent 13 to the Contracting Agency at least 30 days prior to the Contractor beginning work in or i 14 adjacent to the confined space. No work shall be performed in or adjacent to the confined 15 space until the plan is submitted to the Engineer as required. The Contractor shall 16 communicate with the Project Engineer to ensure a coordinated effort for providing and , 17 maintaining a safe worksite for both the Contracting Agency's and Contractors workers 18 when working in or near a confined space. 19 i 20 All costs to prepare and implement the confined space program shall be included in the bid 21 prices for the various items associated with the confined space work. 22 23 1 -07.2 State Taxes' 24 25 26 Delete this section, including its sub- sections, in its entirety and replace it with the following: i 27 1 -07.2 State Sales Tax 28 (June 27, 2011 APWA GSP) 29 i 30 The Washington State Department of Revenue has issued special rules on the State sales 31 tax. Sections 1- 07.2(1) through 1- 07.2(3) are meant to clarify those rules; The Contractor _ 32 should contact the Washington State Department of Revenue for answers to questions in 33 this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid i 34 on a misunderstood tax liability. 35 36 The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract 37 amounts. In some cases, however, state retail sales tax will not be included. Section 1 -` 38 07.2(2) describes this exception: 39 ,40 The Contracting Agency will pay the retained percentage (or release the Contract Bond if a 41 FHWA - funded Project) only if the Contractor has obtained from the Washington State 42 Department of Revenue a certificate showing that all contract- related taxes have been paid i 43 (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor 44 any amount the Contractor may owe the Washington State Department of Revenue, 45 whether the amount owed relates to this contract or not. Any amount so deducted will be 46 paid into the proper State fund. 47 48 1- 07.2(1) State Sales Tax — Rule 171 49 50 WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, 51 roads, etc., which are owned by a municipal corporation, or political subdivision of the state, S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 24 March 2014 1 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 25 March 2014 1 or by the United States, and which are used primarily for foot or vehicular traffic. This 2 includes storm or combined sewer systems within and included as a part of the street or 3 road drainage system and power lines when such are part of the roadway lighting system. 4 For work performed in such cases, the Contractor shall include Washington State Retail 5 Sales Taxes in the various unit bid item prices, or other contract amounts, including those ' 6 that the Contractor pays on the purchase of the materials, equipment, or supplies used or 7 consumed in doing the work. 8 9 1- 07.2(2) State Sales Tax — Rule 170 10 11 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or 12 existing buildings, or other structures, upon real property. This includes, but is not limited to, 13 the construction of streets, roads, highways, etc., owned by the state of Washington; water 14 mains and their appurtenances; sanitary sewers and sewage disposal systems unless such 15 sewers and disposal systems are within, and a part of, a street or road drainage system; ' 16 telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above 17 streets or roads, unless such power lines become a part of a street or road lighting system; 18 and installing or attaching of any article of tangible personal property in or to real property, 19 whether or not such personal property becomes apart of the realty by virtue of installation. 20 21 For work performed in such cases, the Contractor shall collect from the Contracting Agency, !- 22 23 retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not 24 include the retail sales tax in the unit bid item prices, or in any other contract amount subject 25 to Rule 170, with the following exception. 26 27 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or 28 a subcontractor makes on the purchase or rental of tools, machinery, equipment, or, 29 consumable supplies not integrated into the project. Such sales taxes shall be included in 30 the unit bid item prices or in any other contract amount. 31 32 1- 07.2(3) Services 33 34 The Contractor shall not collect retail sales tax from the Contracting Agency on any contract 35 wholly for professional or other services (as defined in Washington State Department of 36 Revenue Rules 138 and 244). 37 38 1 -07.5 Environmental, Regulations 39 40 Section 1 -07.5 is supplemented with the following: 41 42 (September 20, 2010) 43 Environmental Commitments 44 The following Provisions summarize the requirements, in addition to those required 45 elsewhere in the Contract, imposed upon the Contracting Agency by the various documents 46 referenced in the Special Provision Permits and Licenses. Throughout the work, the 47 Contractor shall comply with the following requirements: t 48 49 (August 3, 2009) S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 25 March 2014 1 The intentional bypass of stormwater from all or any portion of a stormwater treatment 2 3 system is prohibited without the approval of the Engineer. 4 (August 3, 2009) 5 No Contractor staging areas will be allowed within*** 200 *** feet of any waters of the 6 State including wetlands. 7 8 (August 3, 2009) 9 Payment 10 All costs to comply with this special provision for the environmental commitments and 11 requirements are incidental to the contract and are the responsibility of the Contractor. The 12 Contractor shall include all related costs in the associated bid prices of the contract. 13 14 1 -07.7 Load Limits 15 16 Section 1 -07.7 is supplemented with the following: , 17 18 (March 13, 1995) 19 Except for the load limit restrictions specified in Section 1- 07.7(2), and as outlined below, , 20 the Contractor may operate vehicles which exceed the legal gross weight limitations 21 without special permits or payment of additional fees provided such vehicles are employed 22 in the construction and within the limits of this project. 23 , 24 Subparagraph 1 of the second paragraph of Section 1- 07.7(1) is deleted. 25 26 The Contractor shall not operate vehicles which exceed the maximum gross weight 27 provided by law within the following areas of this project: 28 29 * ** All project roads are subject to weight limit restrictions. *"* 30 31 (March 13, 1995) 32 If the sources of materials provided by the Contractor necessitates hauling over roads other 33 than State Highways, the Contractor shall, at the Contractor's expense, make all 34 arrangements for the use of the haul routes. 35 36 1 -07.9 Wages 37 38 39 1- 07.9(5) Required Documents (January 24, 2011 APWA GSP) 40 41 Supplement this section with the following: 42 43 The Contractor or subcontractor directly contracting for "Off -Site, Prefabricated, Non- 44 Standard, Project Specific Items" as defined below shall identify and report information 45 required on the addendum to the "Affidavit of Wages Paid" form filed with the Department of 46 Labor and Industries [form F700- 164 -000]. The Contractor shall include language in its 47 subcontracts requiring subcontractors and lower -tier' subcontractors to comply with the 48 reporting requirements for "Off- Site, Prefabricated, Non - Standard, Project Specific Item" on 49 the Affidavit of Wages Paid form addendum. 50 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 26 March 2014 r ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 27 March 2014 1 The reporting requirement for Items shall apply for all public works contracts estimated to 2 cost over $1 million entered into by the Contracting Agency and Contractor between ' 3 September 1, 2010 through December 31, 2013. 4 5 "Off -site, prefabricated, nonstandard, project specific items" means products or items that ' 6 are: 7 1. Made primarily of architectural or structural precast concrete, fabricated steel, pipe 8 and pipe systems, or sheet metal and sheet metal duct work; and 9 2. Produced specifically for this Project and not considered to be regularly available 10 shelf items; and 11 3. Produced or manufactured b labor expended to assemble or modify standard items; Y p fY 12 and 13 4. Produced at an off -site location outside the State of Washington. ' 14 15 The Contractor or subcontractor shall comply with the reporting requirements and 16 instructions on the Affidavit of Wages Paid form, and shall report the following information 17 on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in 18 order to comply with the reporting requirements for use of "Off -Site, Prefabricated, Non- 19 Standard, Project Specific" items: 20 1. The estimated cost of the project; ' 21 2. The name of the Contracting Agency and the project title; 22 3. The contract value of the off -site, prefabricated, nonstandard, project specific items 23 produced outside of Washington State, including labor and materials; and ' 24 4. The name, address, and federal employer identification number of the contractor that 25 produced the off -site, prefabricated, nonstandard, project specific items. 26 27 The Contracting Agency may direct the Contractor, at no additional cost to the Contracting 28 Agency, to remove and substitute any subcontractor(s) found to be out of compliance with 29 the Off -Site Prefabricated Non - Standard Project Specific Items reporting requirements 30 more than one time as determined by the Department of Labor and Industries. 31 32 1- 07.13 Contractor's Responsibility for Work 33 34 1- 07.13(4) Repair of Damage 35 36 37 Section 1- 07.13(4) is revised to read: 38 (August 6, 2001) 39 The Contractor shall promptly repair all damage to either temporary or permanent work 40 as directed by the Engineer. For damage qualifying for relief under Sections 1= 41 07.13(1), 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 42 1 -04.4. Payment will be limited to repair of damaged work only. No payment will be 43 made for delay or disruption of work. 44 45 1 -07.16 Protection and Restoration of Property 46 47 1- 07.16(2) Vegetation Protection and Restoration 48 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 27 March 2014 1 Section 1- 07.16(2) is supplemented with the following: 2 3 (August 2 20 1 0) ' 4 Vegetation and soil protection zones for trees shall extend out from the trunk to a 5 distance of 1 foot radius for each inch of trunk diameter at breast height. 6 ,7 Vegetation and soil protection zones for shrubs shall extend out from the stems at 8 ground level to twice the radius of the shrub. 9 10 Vegetation and soil protection zones for herbaceous vegetation shall extend to 11 encompass the diameter of the plant as measured from the outer edge of the plant. 12 13 1 -07.17 Utilities and Similar Facilities 14 15 Section 1 -07.17 is supplemented with the following: 16 ,17 (April 2, 2007) 18 Locations and dimensions shown in the Plans for existing facilities are in accordance with 19 available information obtained without uncovering, measuring, or other verification. ' 20 21 The following addresses and telephone numbers of utility companies known or suspected 22 of having facilities within the project limits are supplied for the Contractor's convenience: 23 Comcast Puget Sound Energy (Gas & Power) 4020 Valley Ave NW, Suite 12 -Bldg C 3130 S. 38th St. Puyallup, WA 98371 Tacoma, WA 98409 ' Attn: Jerry Steele Attn: Anita Yurovchak Telephone: 253 -288 -7532 Telephone: 253 -476 -6304 CenturyLink King County Metro 2310 S. 84th, Suite 18 Metro Transit Division Lakewood, WA 98499 201 S. Jackson St. Attn: Victor Novelo Seattle, WA 98104 -3856 Telephone: 253 - 372 -5363 Attn: David Korthals South District Planner Transit Route Facilities Telephone 206 -263 -0475 ' Lakehaven Utility District King County Traffic Operations 31627 First Avenue South 155 Monroe Avenue NE P. O. Sox 4249 Renton, WA 98056 ' Federal Way, WA 98003 Attn: Mark Parrett Attn: Tim Osborne Tel: 206- 296 -8152 - Telephone: 253 -945 -1582 24 25 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 28 March 2014 1 (April 2, 2007 ) 2 Locations and dimensions shown in the Plans for existing facilities are in accordance with 3 available information obtained without uncovering, measuring, or other verification. 4 5 Public and private utilities, or their Contractors, will furnish all work necessary to adjust, ' 6 relocate, replace, or construct their facilities unless otherwise provided for in the Plans or 7 these Special Provisions. Such adjustment, relocation, replacement, or construction will be 8 done during the prosecution of the work for this project. 9 10 11 1- 07.18 Public Liability and Property Damage Insurance ' 12 13 Delete this section in its entirety, and replace it with the following: 14 15 1 -07.18 Insurance 17 ' 18 19 1 -07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved 20 by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be 21 provided by an insurer with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, ' 22 which is licensed to do business in the state of Washington (or issued as a surplus line by a 23 Washington Surplus lines broker). The Contracting Agency reserves the right to approve or 24 reject the insurance provided, based on the insurer (including financial condition), terms and 25 coverage, the Certificate of Insurance, and /or endorsements. 26 27 B. The Contractor shall keep this insurance in force during the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. '28 29 below). 30 31 C. If any insurance policy is written on a claims made form, its retroactive date, and that of all 32 subsequent renewals, shall be no later than the effective date of this Contract. The policy 33 shall state that coverage is claims made, and state the retroactive date. Claims -made form 34 coverage shall be maintained by the Contractor for a minimum of 36 months following the ' 35 Final Completion or earlier termination of this Contract, and the Contractor shall annually 36 provide the Contracting Agency with proof of renewal If renewal of the claims made form of 37 coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase 38 an extended reporting period ( "tail ") or execute another form of guarantee acceptable to the ' 39 Contracting Agency to assure financial responsibility for liability for services performed. 40 41 D. The insurance policies shall contain a "cross liability" provision. 42 43 E. The Contractor's and all Subcontractors' insurance coverage shall be primary and non - 44 contributory insurance as respects the Contracting Agency's insurance, self - insurance, or ' 45 insurance pool coverage. 46 47 F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written 48 notice of any policy cancellation, within two business days of their receipt of such notice. 49 ' S 320th Street at 20th Avenue S Special Provisions intersection Improvements RFB# 14 -105 Water Quality Vault Page 29 March 2014 1 G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified 2 3 copy of the insurance policy(s). 1 4 H. The Contractor shall not begin work under the Contract until the required insurance has 5 been obtained and approved by the Contracting Agency. 6 ,7 1. Failure on the part of the Contractor to maintain the insurance as required shall constitute a 8 material breach of contract, upon which the Contracting Agency may, after giving five 9 business days' notice to the Contractor to correct the breach, immediately terminate the 10 Contract or,` at its discretion, procure or renew such insurance and pay any and all premiums ' 11 in connection therewith, with any sums so expended to be repaid to the Contracting Agency 12 on demand, or at the sole discretion of the Contracting Agency, offset against funds due the 13 Contractor from the Contracting Agency. 14 15 J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of 16 the contract and no additional payment will be made. ' 17 18 1- 07.18(2) Additional Insured 19 All insurance policies, with the exception of Professional Liability and Workers Compensation, ' 20 shall name the following listed entities as additional insured(s): 21 ■ the Contracting Agency and its officers, elected officials, employees, agents, and 22 volunteers ' 23 ■ BergerABAM Inc. 24 ■ Lakehaven Utility District 25 The above - listed entities shall be additional insured(s) for the full available limits of liability 26 maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of 27 whether such limits maintained by the Contractor are greater than those required by this 28 Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor ' 29 pursuant to 1- 07.18(3) describes limits lower than those maintained by the Contractor. 30 31 1- 07.18(3) Subcontractors 32 Contractor shall ensure , that each subcontractor of every tier obtains and maintains at a 33 minimum the insurance coverages listed in 1- 07.18(5)A and 1- 07.18(5)B. Upon request of the 34 Contracting Agency, the Contractor shall provide evidence of such insurance. 35 , 36 1- 07.18(4) Evidence of Insurance 37 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 38 endorsements for each policy of insurance meeting the requirements set forth herein when the 39 Contractor delivers the signed Contract for the work. The certificate and endorsements must 40 conform to the following requirements: 41 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 42 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 43 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a , 44 copy of any blanket additional insured clause from its policies instead of a separate 45 endorsement. A statement of additional insured status on an ACORD Certificate of 46 Insurance shall not satisfy this requirement. ' 47 3. Any other amendatory endorsements to show the coverage required herein. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements 1ZFB# 14 -105 Water Quality Vault Page 30 March 2014 I . t 1 2 1 -07.18(5) Coverages and Limits ' 3 The insurance shall provide the minimum coverages and limits set forth below. Providing 4 coverage in these stated minimum limits shall not be construed to relieve the Contractor from 5 liability in excess of such limits. All deductibles and self- insured retentions must be disclosed ' 6 and are subject to approval by the Contracting Agency. The cost of any claim payments falling 7 within the deductible shall be the responsibility of the Contractor. ' 8 9 1-07.18(5)A Commercial General Liability 10 A policy of Commercial General Liability Insurance, including: 11 12 Per r ' a re project aggregate p o g 13 Premises/Operations Liability Y 14 Products /Completed Operations - for a period of one year following final acceptance of the ' 15 work. 16 Personal /Advertising Injury 17 Contractual Liability 18 Independent Contractors Liability 1 19 Stop Gap / Employers' Liability 20 Explosion, Collapse, or Underground Property Damage (XCU) ' 21 22 Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) 23 24 Such policy must provide the following minimum limits: ' 25 $1,000,000 Each Occurrence 26 $2,000,000 General Aggregate 27 $1,000,000 Products & Completed Operations Aggregate ' 28 $1,000,000 Personal & Advertising Injury, each offence 29 ' 30 Stop Gap / Employers' Liability 31 $1,000,000 Each Accident 32 $1,000,000 Disease - Policy Limit ' 33 $1,000,000 Disease - Each Employee 34 35 1- 07.18(5)6 Automobile Liability ' 36 Automobile Liability for owned, non- owned, hired, and leased vehicles, with an MCS 90 37 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such 38 policy(ies) must provide the following minimum limit: ' 39 $2,000,000 combined single limit 40 ' 41 1 -07.18(5)C Workers' Compensation' 42 The Contractor shall comply with Workers' Compensation coverage as required by the Industrial 43 insurance laws of the state of Washington. ' 44 45 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 31 March 2014 I 1 -07.18(5)G Pollution Liability 2 (January 7, 2013 WSDOT GSP) 3 ' 4 The Contractor shall obtain Contractor's Pollution Liability Insurance (CPL) with minimum "per 5 project" limits of $1,000,000 per occurrence and in the aggregate for claims, including 6 investigation, defense, or settlement costs and expenses for bodily injury and property damage , 7 7 includin natural resources damages and loss of use of tangible property that has not been ( including 8 physically injured) arising out of: 9 10 a. Pollution conditions caused or made worse by the Contractor's performance of the 11 Work, including clean -up costs for a newly caused condition or a historical 12 condition that is made worse; and; 13 ' 14 b. The vicarious liability of Subcontractors of any tier. 15 16 The Contractor shall be Named Insured and the Contracting Agency, the State, the Governor, 17 the Commission, the Secretary, the Department, all officers and employees of the State, and 18 their respective members, directors, officers, employees, agents, and consultants (collectively 19 the "Additional Insureds ") shall be included as Additional Insureds, or, as appropriate, a Named , 20 Insured, under this policy and coverage. 21 22 1 -07.23 Public Convenience and Safety ' 23 24 1- 07.23(1) Construction Under Traffic 25 Revise the second paragraph in Section 1- 07.23(1) to read: '26 27 ( * *) 28 To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass 29 through the worts with the least possible inconvenience or delay. The Contractor shall ' 30 maintain existing roads, streets, sidewalks, and paths within the project limits, keeping , 31 them in good, clean, safe condition at all times. Deficiencies caused by the 32 Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not ' 33 caused by the Contractor's operations shall be repaired by the Contractor when 34 directed by the Engineer, at the Contracting Agency's expense. The Contractor shall 35 also maintain roads, streets, sidewalks, and paths adjacent to the project limits when 36 affected by the Contractor's operations. Snow and ice control will be performed by the ' 37 Contracting Agency on all projects. Cleanup of snow and ice control debris will be at 38 the Contracting Agency's expense. The Contractor shall perform the following: 39 1. Remove or repair any condition resulting from the work that might impede traffic or ' 40 create a hazard. 41 2. Keep existing traffic signal and highway lighting systems in operation as the work 42 proceeds. (The Contracting Agency will continue the route maintenance on such ' 43 system.) 44 3. Maintain the striping on the roadway at the Contracting Agency's expense. The 45 Contractor shall be responsible for scheduling when to renew striping, subject to the ' 46 approval of the Engineer. When the scope of the project does not require work on the 47 roadway, the Contracting Agency will be responsible for maintaining the striping. 48 4. Maintain existing permanent signing. Repair of signs will be at the Contracting ' 49 Agency's expense, except those damaged due to the Contractor's operations. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14-105 Water Quality Vault Page 32 March 2014 1 1 1 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing 2 drainage structures will be at the Contracting Agency's expense when approved by the 1 3 Engineer, except when flow is impaired due to the Contractor's operations. 4 5 (January 2, 2012) ' 6 Work Zone Clear Zone 7 The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. 8 The WZCZ applies only to temporary roadside objects introduced by the Contractor's 9 operations and does not apply to preexisting conditions or permanent Work. Those ' 10 work operations that are actively in progress shall be in accordance with adopted and 11 approved Traffic Control Plans, and other contract requirements. 12 13 During nonworking hours equipment or materials shall not be within the WZCZ unless 14 they are protected by permanent guardrail or temporary concrete barrier. The use of 15 temporary concrete barrier shall be permitted only if the Engineer approves the ' 16 installation and location. 17 18 During actual hours of work, unless protected as described above, only materials 19 absolutely necessary to construction shall be within the WZCZ and only construction ' 20 vehicles absolutely necessary to construction shall be allowed within the WZCZ or 21 allowed to stop or park on the shoulder of the roadway. 22 ' 23 The Contractor's nonessential vehicles and employees private vehicles shall not be 24 permitted to park within the WZCZ at any time unless protected as described above. ' 25 26 Deviation from the above requirements shall not occur unless the Contractor has 27 requested the deviation in writing and the Engineer has provided written approval. 28 29 Minimum WZCZ distances are measured from the edge of traveled way and will be ' 30 determined as follows: 31 1 1 33 34 Minimum Work Zone Clear Zone Distance ' 35 36 (August 7, 2006) 37 Lane closures are subject to the following restrictions: ' 38 39 * ** See Section 1- 10.2(2) Traffic Control Plans * ** 40 41 If the Engineer determines the permitted closure hours adversely affect traffic, the 42 Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in 43 writing of any change in the closure hours. 44 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 33 March 2014 1 2 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 48 49 50 51 No lane closures will be allowed on a holiday or holiday weekend, or after 12:00 PM (noon) on a day prior to a holiday or holiday weekend. Holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. ' (February 14, 2005 NWR) Signs and Traffic Control Devices All signs and traffic control devices for the permitted closures shall only be installed during the specified hours. Construction signs, if placed earlier than the specified hours of closure, shall be turned or covered so as not to be visible to motorists. ' Hours of Darkness The Contractor shall, at no additional cost to the Contracting Agency, make all arrangements for operations during hours of darkness. Flagger stations shall be illuminated using a minimum 150 -watt floodlight. Lighting used for nighttime work shall, whenever possible, be directed away from, or ' shielded from, residences, motels, hotels, temporary living structures, and oncoming traffic. ' Night Work A night and weekend work hours waiver, 8 :00 pm to 7:00 am Monday through Friday, ' 8:00 pm Friday to 9:00 am Saturday and 9:00 am to 8:00 pm on Sundays and holidays has been obtained for this project (See Appendix D). Working during these hours is not mandated by the Contracting Agency. Should the Contractor schedule project work ' during the nighttime closure hours noted above, it shall be the Contractor's responsibility to obtain permission for such work as required in section 1- 08.0(2) Hours of Work. ' 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 property 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. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 34 March 2014 D 1 Whenever easements or rights of entry have not been acquired prior to advertising, these 2 areas are so noted in the Plans. The Contractor shall not proceed with any portion of the 3 work in areas where right of way, easements or rights of entry have not been acquired until 4 the Engineer certifies to the Contractor that the right of way or easement is available or that 5 the right of entry has been received. If the Contractor is delayed due to acts of omission on ' 6 the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the 7 Contractor will be entitled to an extension of time. The Contractor agrees that such delay 8 shall not be a breach of contract. 9 10 Each property owner shall be given 48 hours notice prior to entry by the Contractor. This 11 includes entry onto easements and private property where private improvements must be 12 13 adjusted. 14 The Contractor shall be responsible for providing, without expense or liability to the 15 Contracting Agency, any additional land and access thereto that the Contractor may desire 16 for temporary construction facilities, storage of materials, or other Contractor needs. 17 However, before using any private property, whether adjoining the work or not, the 18 Contractor shall file with the Engineer a written permission of the private property owner, 19 and, upon vacating the premises, a written release from the property owner of each property ' 20 disturbed or otherwise interfered with by reasons of 'construction pursued under this 21 contract. The statement shall be signed by the private property owner, or proper authority 22 acting for the owner of the private property affected, stating that permission has been ' 23 granted to use the property and all necessary permits have been obtained or, in the case of 24 a release, that the restoration of the property has been satisfactorily accomplished. The 25 statement shall include the parcel number, address, and date of signature. Written releases ' 26 must be filed with the Engineer before the Completion Date will be established. 27 ' 28 Add the following new section: 29 1 -07.28 Communication with Businesses and Property Owners ' 31 The Contractor will be responsible for communicating all work activities with the property 32 owners. The Contractor, along with the City's inspector, shall have one formal meeting with 33 the managers of the business corridor. It will be the Contractor's responsibility to initiate and 34 set up the meeting. ' 35 36 Thereafter, the Contractor shall keep the businesses informed of their general locations and 37 activities for the upcoming two (2) months by distributing a monthly status /schedule memo to 38 the businesses. The memo shall be approved by the Engineer prior to distribution. 39 40 Payment for said meetings and communication shall be considered incidental to the unit ' 41 contract price paid for Mobilization and no additional payment will be made. 42 43 1 -08 Prosecution and Progress ' 44 Add the following new section: 45 46 1 -08.0 Preliminary Matters ' 47 (May 25, 2006 APWA GSP) 48 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 35 March 2014 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 36 March 2014 1 Add the following new section: 2 1- 08.0(1) Preconstruction Conference ,3 4 (October 10, 2008 APWA GSP) 5 Prior to the Contractor beginning the work, a preconstruction conference will be held '6 7 between the Contractor, the Engineer and such other interested parties as may be invited. 8 The purpose of the preconstruction conference will be: 9 1. To review the initial progress schedule; , 10 2. To establish a working understanding among the various parties associated or affected 11 by the work; 12 3. To establish and review procedures for progress payment, notifications, approvals, , 13 submittals, etc.; 14 4. To establish normal working hours for the work; 15 5. To review safety standards and traffic control; and ' 16 6. To discuss such other related items as may be pertinent to the work. 17 18 The Contractor shall prepare and submit at the preconstruction conference the following: ' 19 1. A breakdown of all lump sum items; 20 2. A preliminary schedule of working drawing submittals; and 21 3. A list of material sources for approval if applicable. ' 22 23 24 Add the following new section: ' 25 1- 08.0(2) Hours of Work 27 '28 The normal straight time 8 -hour working period for the Contract shall be established at the 29 preconstruction conference or prior to the Contractor commencing the work. 30 Written permission from the Engineer is required, if a Contractor desires to perform work ,31 32 outside of the agreed normal straight time working period on holidays, Saturdays, or 33 Sundays; before 7 :00 a.m. or after 6:00 p.m. on any day; or longer than an 8 -hour period on 34 any day. The Contractor shall apply in writing to the Engineer for such permission, no later , 35 than noon on the working day prior to the day for which the Contractor is requesting 36 permission to work. 37 38 Permission to work between the hours of 8:00 p.m. and 7:00 a.m. Monday through Friday, 39 8:00 PM Friday to 9:00 AM Saturday and 9:00 AM to 8:00 PM Sundays or holidays may also 40 be subject to noise control requirements. Approval to continue work during these hours may 41 be revoked at any time the Contractor exceeds the Contracting Agency's noise control , 42 regulations or complaints are received from the public or adjoining property owners 43 regarding the noise from the Contractor's operations. The Contractor shall have no claim for 44 damages or delays should such permission be revoked for these reasons. The Contractor is ' 45 advised that the nearest noise - sensitive property is the Clarion Hotel, which is adjacent to 46 the water quality vault site on 20"' Ave S, but is 1,000 feet from S 320"' St. 47 , 48 Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal 49 straight time working hours Monday through Friday may be given subject to certain other S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 36 March 2014 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 37 March 2014 1 conditions set forth b the Contracting Agency or Engineer. These conditions may include Y 9 9 Y 9 Y ' 2 3 but are not limited to: • The Engineer may require designated representatives to be present during the work. 4 Representatives who may be deemed necessary by the Engineer include, but are 5 not limited to: survey crews; personnel from the Contracting Agency's material 6 testing lab; inspectors; and other Contracting Agency employees when in the opinion 7 of the Engineer, such work necessitates their presence. 8 • The Contractor may be required to reimburse the Contracting Agency for the costs in ' 9 excess of straight -time ,costs for Contracting Agency representatives who worked 10 outside of the 8 hour shift agreed to at the preconstruction conference. 11 • Considering the work performed on Saturdays, Sundays, and holidays as working 12 days with regard to the contract time. 13 • Considering multiple work shifts as multiple working days with respect to contract ' 14 15 time, even though the multiple shifts occur in a single 24 -hour period, • Public notice shall be provided 7 calendar days in advance. 16 1 17 18 Add the following new section: 19 1- 08.0(3) Reimbursement for Overtime Work of Contracting Agency 20 Employees ' 21 ( * * * * * *) 22 23 Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8- 24 hour work shift on a regular working day, as defined in the Standard Specifications, such 25 work shall be considered as overtime work. On all such overtime work an inspector will be 26 present, and a survey crew may required at the discretion of the Engineer. In such case, 27 the Contracting Agency may deduct from amounts due or to become due to the Contractor 28 for the costs in excess of the straight -time costs for employees of the Contracting Agency 29 required to work overtime hours. ' 30 31 The Contractor by these specifications does hereby authorize the Engineer to deduct such 32 costs from the amount due or to become due to the Contractor. 33 34 1 -08.1 Subcontracting 35 36 1- 08.1(1) Subcontract Completion and Return of Retainage Withheld 37 38 Section 1- 08.1(1) is revised to read: 39 40 (June 27, 2011) 41 The following procedures shall apply to all subcontracts entered into as a part of this 42 Contract: 43 44 Requirements 45 1. The Prime Contractor or Subcontractor shall make payment to the 46 Subcontractor not later than ten days after receipt of payment from the 47 Contracting Agency for work satisfactorily completed by the Subcontractor, to 48 the extent of each Subcontractor's interest therein. 49 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 37 March 2014 1 2. Prompt and full payment of retainage from the Prime Contractor to the 2 3 Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactorily completed. , 4- 5 3. For purposes of this Section, a Subcontractor's work is satisfactorily 6 completed when all task and requirements of the Subcontract have been , 7 accomplished and including any required documentation and material testing. 8 9 4. Failure by a Prime Contractor or Subcontractor to comply with these 10 requirements may result in one or more of the following: 11 12 a. Withholding of payments until the Prime Contractor or Subcontractor, 13 complies 14 15 b. Failure to comply shall be reflected in the Prime Contractor's 16 Performance Evaluation 17 18 c. Cancellation, Termination, or Suspension of the Contract, in whole or in 19 part 20 , 21 d. Other sanctions as provided by the subcontractor or by law under 22 applicable prompt pay statutes. 23 ' 24 Conditions 25 This clause does not create a contractual relationship between the Contracting 26 Agency and any Subcontractor as stated in Section 1 -08.1. Also, it is not intended ' 27 to bestow upon any Subcontractor, the status of a third -party beneficiary to the 28 Contract between the Contracting Agency and the Contractor. 29 '30 Payment 31 The Contractor will be solely responsible for any additional costs involved in 32 paying retainage to the Subcontractors. Those costs shall be incidental to the 33 respective Bid Items. ' 34 35 36 1- 08.3(2)B Type B Progress Schedule - (March 13, 2012 APWA GSP) , 37 38 Revise the first paragraph to read: 39 ' 40 The Contractor shall submit a preliminary Type B Progress Schedule at or prior to the 41 meconstruction conference. The preliminary Type B Progress Schedule shall comply with 42 all of these requirements and the requirements of Section 1- 08.3(1), except that it may be 43 limited to only those activities occurring within the first 60- working days of the project. ' 44 45 Revise the first sentence of the second paragraph to read: 46 , 47 The Contractor shall submit 5 copies of a Type B Progress Schedule depicting the entire 48 project no later than 21- calendar days after the preconstruction conference. 49 ' S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 38 March 2014 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 39 March 2014 1 1 -08.4 Prosecution of Work _2 3 Delete this section in its entirety, and replace it with the following: 4 5 1 -08.4 Notice to Proceed and Prosecution of Work ' 6 (June 27, 2011 APWA GSP) 7 8 Notice to Proceed will be given after the Contract has been executed and the contract bond 9 and evidence of insurance have been approved and filed by the Contracting Agency. The 10 Contractor shall not commence with the work until the Notice to Proceed has been given by 11 the Engineer. The Contractor shall commence construction activities on the project site 12 13 within ten days of the Notice to . Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time 14 specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor 15 shall not relieve the Contractor of the responsibility to complete the work within the time(s) ' 16 specified in the Contract. 17 18 When shown in the Plans, the first order of work shall be the installation of high visibility 19 fencing to delineate all areas for protection or restoration, as described in the Contract. 20 Installation of high visibility fencing adjacent to the roadway shall occur after the placement 21 of all necessary signs and traffic control devices in accordance with 1- 10,1(2). Upon 22 construction of the fencing, the Contractor shall request the Engineer to inspect the fence. 23 No other work shall be performed on the site until the Contracting Agency has accepted the 24 installation of high visibility fencing, as described in the Contract. '26 25 Time for Completion 27 28 Section 1 -08.5 is supplemented with the following: 29 30 (March 13, 1995) 31 This project shall be physically completed within * ** 40 * ** working days. 32 33 1 -08.9 Liquidated Damages 34 (August 14, 2013 APWA GSP) 35 36 Revise the fourth paragraph to read: 37 38 When the Contract Work has progressed to Substantial Completion as defined in the 39 Contract, the Engineer may determine that the work is Substantially Complete. The 40 Engineer will notify the Contractor in writing of the Substantial Completion Date. For 41 overruns in Contract time occurring after the date so established, the formula for liquidated 42 damages shown above will not apply. For overruns in Contract time occurring after the 43 Substantial Completion Date, liquidated damages shall be assessed on the basis of direct 44 engineering and related costs assignable to the project until the actual Physical Completion 45 Date of all the Contract Work.. The Contractor shall complete the remaining Work as ' 46 promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a 47 written schedule for completing the physical Work on the Contract, ' 48 49 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 39 March 2014 1 1-09 Measurement and Payment 2 3 1-09.6 Force Account,, 4 (October 10, 2008 APWA GSP) 5 6 Supplement this section with the following: 7 8 The Contracting Agency has estimated and included in the Proposal, dollar amounts for all 9 items to be paid per force account, only to provide a common proposal for Bidders. All such 10 dollar amounts are to become a part of Contractor's total bid. However, the Contracting , 11 Agency does not warrant expressly or by implication, that the actual amount of work will 12 correspond with those estimates. Payment will be made on the basis of the amount of work 13 actually authorized by Engineer. t 14 15 16 1-09.7 Mobilization 17 Section 1 -09.7 is supplemented with the following: 18 19 Obtaining a site for the Contractor's mobilization, field office(s), storage of materials, and other ' 20 general operations shall be the responsibility of the Contractor. All costs associated with 21 securing sites shall be included in the other bid items on the project and no other compensation 22 will be made for this item. The Contractor will provide City with copy(s) of agreement(s). 23 ' 24 Payment is made under the following bid item: 25 26 "Mobilization" per lump sum. ' 27 28 The lump sum bid price for 'Mobilization" shall include, but not limited to, the following items: the 29 movement of the Contractor's personnel, equipment, supplies and incidentals to the project site; 30 the establishment of the Contractor's office, buildings, and other facilities necessary for work on 31 the project; providing sanitary facilities for the Contractor's personnel; obtaining permits or 32 licenses required to complete the project not furnished by the Owner; and other work and 33 operations which must be performed or costs that must be incurred. , 34 35 1 -09.8 Payment for Material On Hand 36 37 The last paragraph of Section 1 -09.8 is revised to read`. 38 39 (August 3, 2009) 40 The Contracting Agency will not pay for material on hand when the invoice cost is less than 41 $2,000. As materials are used in the work, credits equaling the partial payments for them 42 will be taken on future estimates. Each month, no later than the estimate due date, the 43 Contractor shall submit a letter to the Project Engineer that clearly states: 1) the amount 44 originally paid on the invoice (or other record of production cost) for the items on hand, 2) 45 the dollar amount of the material incorporated into each of the various work items for the 46 month, and 3) the amount that should be retained in material on hand items. If work is 47 performed on the items and the Contractor does not submit a letter, all of the previous 48 material on hand payment will be deducted on the estimate. Partial payment for materials 49 on hand shall not constitute acceptance. Any material will be rejected if found to be faulty 50 even if partial payment for it has been made. S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 40 March 2014 1 ' 2 3 1-09.9 Payments (March 13, 2012 APWA GSP) 4 5 6 Delete the first four paragraphs and replace them with the following: 7 The basis of payment will be the actual quantities of Work performed according to the 8 9 Contract and as specified for payment. 10 The Contractor shall submit a breakdown of the cost of lump sum bid items at. the 11 Preconstruction Conference, to enable the Project Engineer to determine the Work I 12 _ performed on a monthly basis. A breakdown is not required for lump sum items that include 13 a basis for incremental payments as part of the respective Specification. Absent a lump 14 sum breakdown, the Project Engineer will make a determination based on information ' 15 available. The Project Engineer's determination of the cost of work shall be final. 16- 17 18 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 19 the preconstruction conference. 20 ' 21 The initial progress estimate will be made not later than 30 days after the Contractor 22 commences the work, and successive progress estimates will be made every month 23 thereafter until the Completion Date. Progress estimates made during progress of the work ' 24 are tentative, and made only for the purpose of determining progress payments. The 25 progress estimates are subject to change` at any time prior to the calculation of the final 26 payment. 27 28 The value of the progress estimate will be the sum of the following: 29 1. Unit Price Items in the Bid Form - the approximate quantity of acceptable units of ' 30 work completed multiplied by the unit price. 31 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum 32 breakdown for that item, or absent such a breakdown, based on the Engineer's 33 determination. 34 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or 35 other storage area approved by the Engineer. 36 4. Change Orders — entitlement for approved extra cost or completed extra work as 37 determined by the Engineer. 38 39 Progress payments will be made in accordance with the progress estimate less: 40 1. Retainage per Section 1- 09.9(1), on non FHWA- funded projects; 41 2. The amount of progress payments previously made; and ' 42 3. Funds withheld by the Contracting Agency for disbursement in accordance with the 43 Contract Documents. ' 44 45 Progress payments for work performed shall not be evidence of acceptable performance or 46 an admission by the Contracting Agency that any work has been satisfactorily completed. ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 41 March 2014 1 The determination of payments under the contract will be final in accordance with Section 2 3 1 -05.1. , 4 1 -10 Temporary Traffic Control 5 7 1 -10.1 General 8 Section 1 =10.1 is supplemented with the following: 9 10 The Contractor shall provide traffic control plans to the City of Federal Way for review and 11 approval a minimum of ten (10) working days prior to implementation. These plans shall 12 supplement Construction Staging Plans. The plans as provided by the Contractor shall 13 include and not be limited to the following information: 14 • Stop bar locations with station and offset to verify safety of intersection turning radius for 15 16 vehicles. • Minimum lane widths provided for vehicular travel. ' 17 • Turn pocket length, gap, and tapers in conformance with the City of Federal Way 18 Standard Detail DWG 3 -19A, and WSDOT standard plans: 19 ,20 The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise 21 specified as being furnished by the Contracting Agency. The Contractor shall erect and 22 maintain all construction signs, warning signs, detour signs, and other traffic control devices 23 necessary to warn and protect the public at all times from injury or damage as a result of , 24 the Contractor's operations which may occur on highways, roads, streets, sidewalks, or 25 paths. No work shall be done on or adjacent to any traveled way until all necessary signs 26 and traffic control devices are in place. 27 28 Business Open During Construction Signs 29 L 30 Business Open During Construction Signs (2'x 2') shall be considered Construction Signs 31 Class A. The Contractor shall provide a minimum of four (4) for the project. The Business 32 Open During Construction signs shall be per the detail in the plans. , 33 34 City of Federal Way Project Signs 35 City of federal Way Project signs (8'x 4') shall be considered Construction Signs Class A. ,36 37 The Contractor shall provide two (2) project signs per the standard detail within the 38 39 - appendix. '40 1 -10.2 Traffic Control Management 41 42 1- 10.2(1) General 43 44 Section 1- 10.2(1) is supplemented with the following: 45 ,46 (December 1, 2008 WSDOT GSP) 47 Only training with WSDOT TCS card and WSDOT training curriculum is recognized in 48 the State of Washington. The Traffic Control Supervisor shall be certified by one of the 49 following: ' 50 S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 42 March 2014 1 The Northwest Laborers - Employers Training Trust ' 2 3 27055 Ohio Ave. Kingston, WA 98346 4 (360) 297 -3035 5 ' 6 Evergreen Safety Council 7 401 Pontius Ave. N. 8 Seattle, WA 98109 9 1- 800 - 521 -0778 or 10 (206) 382 -4090 11 12 13 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 14 Fredericksburg, Virginia 22406 -1022 15 Training Dept. Toll Free (877) 642 -4637 16 Phone: (540) 368 -1701 17 18 1- 10.2(2) Traffic Control Plans 19 20 Section 1- 10.2(2) is supplemented with the following: 21 22 The following minimum Traffic Control requirements shall be maintained during the ' 23 construction of the project: 24 General ' 25 26 • Except during times of full roadway closure as described below under Special Conditions, the Contractor shall maintain continuous two -way traffic along streets 27 throughout the project site. The Contractor shall have the option, with the approval of 28 the Engineer, of momentarily interrupting the continuous two -way traffic to allow one- 29 way traffic. Such interruptions shall utilize qualified flaggers placed in strategic locations 30 to insure the public safety and minimize driver confusion. A momentary interruption shall 31 be defined as a period of time not to exceed two (2) minutes. Regardless of the period 32 of time no queue greater than ten (10) cars in length will be allowed. 33 • The Contractor shall be responsible for notifying all affected property owners prior to 34 commencing the barricading of streets, sidewalks and driveways. 35 • All business driveways shall remain open except as necessary to permit curing of 36 construction materials or for short periods of time as required for excavations. However, 37 at least one (1) driveway per business shall remain open to vehicular traffic at all times 38 unless otherwise approved by the Engineer and affected property owner in writing. If a 39 business has only one driveway, then that driveway must be constructed one -half at a 40 time to allow the passage of vehicles. The amount of time that a driveway can be 41 closed will be limited. Business owners shall be notified in writing at least 48 hours in 42 advance of any planned driveway closures. 43 Signs and barricades shall be supplemented by lanterns or flasher units during the 44 hours of darkness. 45 Any asphalt concrete pavement, crushed surfacing, or gravel base for maintaining 46 traffic during the life of this contract shall be placed by the Contractor immediately upon 47 request by the Engineer. In addition, cuts made in the traveled lanes or on walkways 48 that are paved will be temporarily patched with hot mix and maintained daily until such ' 49 time as a permanent patch can be made. Payment for crushed surfacing, gravel and 50 asphalt will be paid at their respective bid items, as included in the contract. ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 43 March 2014 1 • Drivers of motor vehicles used in connection with the construction shall obey traffic 2 rules posted for such location in the same manner and under the same restrictions as 3 provided for the drivers of private vehicles. , 4 • The Contractor shall, at all times throughout the project, conduct the work in such a 6 manner as will obstruct and inconvenience vehicular and pedestrian traffic as little as 6 possible. The streets, sidewalks and private driveways shall be kept open by the , 7 Contractor except for the brief periods when actual work is being done. The Contractor 8 shall so conduct his operations so as to have under construction no greater length or 9 amount of work than he can prosecute vigorously and he shall not open up sections of 10 the work and leave them in an unfinished condition. See Section 1- 07.23(1) for 11 additional driveway closure requirements. 12 • The Contractor shall provide traffic cones, barricades and drums, with warning lights in 13 sufficient number and in good condition as required to protect the work and the public , 14 throughout the length of the job. Traffic Safety Drums with flashers in addition to 15 temporary striping will be used to channelize traffic through construction zones. 16 Opposing lanes of traffic will be separated by pylons when clearance for drums is not 17 adequate. All signing and channelizationshall be per current MUTCD standards. 18 • Temporary paint striping, reflective marking tape, and /or retroreflective tubular markers 19 shall be required for each shift of traffic control. The Contractor shall provide temporary 20 striping, reflective marking tape, and /or retroreflective tubular markers as required at the 21 direction of the Engineer. Paint, reflective marking tape, and /or retroreflective tubular 22 markers used for temporary striping shall meet the requirement of Section 8 -23. 23 • The Contractor provided Traffic Control Plans shall lay out traffic control device spacing, ' 24 tapers, etc., to scale, shall contain accurate dimensions and legends and shall be 25 signed by the preparers 26 , 27 Special Conditions 28 29 • Complete closure of 20th Ave in the immediate" vicinity of the project limits will be allowed for a maximum of 14 calendar days. , 30 • The Contractor shall provide detours plans and traffic control plans for use during 31 periods of full roadway closure. These shall be submitted to the Engineer for review 32 and approval at least 20 days before the scheduled roadway closure. , 33 • ` At least two (2) advanced Portable Changeable Message Signs shall be installed 10 34 days before the scheduled closure and shall be used throughout the duration of the 35 closure, or as directed by the Engineer. 36 • Detours will be allowed for a maximum of 14 calendar days. ' 37 • All other conditions as described above shall apply. 38 39 1 -10.3 Traffic Control Labor, Procedures, and Devices 40 41 1- 10.3(1) Traffic Control Labor 42 Section 1- 10.3(1) is supplemented with the following: , 43 44 45 The City shall reimburse the Contractor for the use of off duty uniformed police officers at , 46 the invoiced cost with no mark -up for those services. 47 48 The Contractor shall request uniformed off -duty police officers from Lynette Allen of the 49 City of Federal Way Police Department, (253) 835 - 6701. The request shall be made 50 forty -eight (48) hours before the use of the off- -duty police officers on the project site. A S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 44 March 2014 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 45 Special Provisions RFB# 14 -105 March 2014 I minimum three (3) hours call out time shall be paid by the Contractor for each request 2 for off -duty police officers. It shall be the Contractor's responsibility to arrange a work ' 3 schedule to minimize any additional costs incurred by the minimum three (3) hour call 4 out requirement. No reimbursement of any portion of the minimum callout will be allowed 5 where Contractor -made schedule revisions occur after an off duty_ officer has been 6 procured. 7 8 The estimated uniformed off -duty police officers hours as stated in the proposal, are the 9 City's estimate, without knowledge of the Contractors specific method of operation and is 10 used only for the purpose of providing a common amount for all bidders. In the event 11 actual hours of officer time differ from the quantity listed in the proposal, no readjustment 12 13 in the unit contract price for uniformed off -duty police officer will be allowed. 14 The last sentence of the second paragraph of Section 1- 10.3(1) is revised to read :` 15 16 The Contractor shall furnish the flashing stop /slow paddles for the flagging stations., The 17 use of conventional flagging paddles will only be allowed in the case of an emergency, or. 18 temporary use while a failed FSSP is replaced or repaired 19 20 1- 10.3(3) Traffic Control Devices ' 21 22 Section 1- 10.3(3) is supplemented with the following: 23 24 The following devices are deemed compliant with the crashworthiness requirements of 25 NCHRP 350 and are approved for use on the project: 26 27 Approved Category II Devices 28 29 Type i & II .Barricades 30 31 Manufacturer Model Number 32 WLI Industries Safety Cade Type II 33 Bent Manufacturing Unicade 34 Bent Manufacturing Waffle Barricade ' 35 Bent Manufacturing Type 11 Plywood or Plastic Panel 36 Eastern Metal Type I & 11 Barricades 37 Plasticade Products Fibercade Type 11 38 Plasticade Products Plasticade Type 11 39 Dicke Tool Company Type 1 Plastic Barricade 40 TrafFix Devices, Inc. Plastic Folding Type 1 Barricade 41 The Roadmaker Company Type 11 Plastic Barricade 42 Three D Traffic Works, Inc. TD2000 Works Barricade 43 Protection Services, Inca Type I & 11 Barricades ' 44 45 Flex- O -Lite Type I Barricade - United Rentals Highways Type I & II Barricades 46 Bureau of Highway Safety Penn. Type III Barricade 47 The Cortina Companies Type I Plastic Barricades 48 49 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 45 Special Provisions RFB# 14 -105 March 2014 1 Type III Barricades 2 3 Manufacturer Model Number , 4 Bent Manufacturing Type III Barricade 5 Recycled Plastic Products Hollow Core Plastic Barricade 6 Yodock Wall Company Yodock 2001 m Type III Barricade , 7 Cantel of Medford, Inc. EZ -UP Type III Barricade 8 Davidson Plastics Corp. T313 Type III Barricade 9 Approved Portable Signs and Stands '10 11 12 13 Manufacturer Model Number Montana DOT DWG# 618 -02 (Plywood) 14 WLI SafetyCor Sign System (Plastic) 15 Texas DOT Skid Mounted Sign Support (Plywood) 16 Reflexite /Eastern Metals DF 400 & DF 4700 TX (Endurance plastic) ' 17 (Aluminum signs are not approved for use with the above listed stands at this time 18 19 Wood Sign Posts 20 Use the below charts to determine post size for Class A construction signs. 21 22 One Post Installation 23 , 24 Post Size Min. Sign So. Ft. Max. Sign So. Ft. 25 4x4 - 16.0 26 4x6 17.0 20.0 , 27 6x6 21.0 25.0 28 6x8 26.0 31.0 29 30 Two Post Installation 31 (For signs 5 feet or greater in width) 32 33 4x4 - 16.0 34 4x6 17.0 36.0 35 36 6x6 37.0 46.0 6x8 47.0 75.0 37 38 * The Engineer shall determine post size for signs greater than 75 square feet. 39 40 Section 1- 10.3(3) of the Standard Specifications are revised to read as follows: 41 42 43" All signs required by the approved traffic control plan(s) as well as any other appropriate 44 signs prescribed by the Engineer shall be furnished by the Contractor. The Contractor 45 shall provide the posts or supports and erect and maintain the signs in a clean, neat, and 46 presentable condition until the necessity for them has ceased. All non - applicable signs r 47 shall be removed or completely covered with metal, plywood, or an Engineer approved 48 49 product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor upon approval of 50 the Engineer, shall remove all signs, posts, and supports from the project and they shall 51 remain the property of the Contractor. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 46 March 2014 1 2 All orange background signs shall utilize materials, and be fabricated in accordance with, ' 3 Section 9 -28. All new orange background signs and all W20 -7a " Flagger Ahead signs , 4 shall be fabricated with Type IV or Type VII fluorescent orange sign sheeting. 5 ' 6 All post mounted signs with Type IV or VII sheeting shall use a nylon washer between 7 the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. 8 9 There shall be no intermixing of signs with non - fluorescent orange reflective sign 10 sheeting and signs with fluorescent orange reflective sign sheeting on the same sign 11 post. 45 46 Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi- permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1- 10.3(1), and for transportation described in Section 1 10.3(2). Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffic Safety Drums shall be used to delineate driveways and access locations to private properties within the work zone. 1- 10.3(7) Temporary Pavement Marking Section 1- 10.3(7) is a new section: All costs in connection with the use of reflective traffic tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflective pavement markers used for temporary traffic control shall be paid under other bid items. 47 Description 48 I 49 The Contractor shall install and remove approved 4- inch -wide reflective traffic tape, paint 50 dine, RPMs and pavement markings per City of Federal Way Standard Details DWG - 3- 51 17, DWG - 3-18, and DWG 3 -19, as shown on the Plans, specified in the Special ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB #14 -105 Water Quality Vault Page 47 March 2014 r 12 1 13 14 15 '26 36 16 27 17 18 19 20 21 45 46 Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi- permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1- 10.3(1), and for transportation described in Section 1 10.3(2). Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffic Safety Drums shall be used to delineate driveways and access locations to private properties within the work zone. 1- 10.3(7) Temporary Pavement Marking Section 1- 10.3(7) is a new section: All costs in connection with the use of reflective traffic tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflective pavement markers used for temporary traffic control shall be paid under other bid items. 47 Description 48 I 49 The Contractor shall install and remove approved 4- inch -wide reflective traffic tape, paint 50 dine, RPMs and pavement markings per City of Federal Way Standard Details DWG - 3- 51 17, DWG - 3-18, and DWG 3 -19, as shown on the Plans, specified in the Special ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB #14 -105 Water Quality Vault Page 47 March 2014 r 22 1 23 24 25 '26 36 27 28 29 30 31 45 46 Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi- permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1- 10.3(1), and for transportation described in Section 1 10.3(2). Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffic Safety Drums shall be used to delineate driveways and access locations to private properties within the work zone. 1- 10.3(7) Temporary Pavement Marking Section 1- 10.3(7) is a new section: All costs in connection with the use of reflective traffic tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflective pavement markers used for temporary traffic control shall be paid under other bid items. 47 Description 48 I 49 The Contractor shall install and remove approved 4- inch -wide reflective traffic tape, paint 50 dine, RPMs and pavement markings per City of Federal Way Standard Details DWG - 3- 51 17, DWG - 3-18, and DWG 3 -19, as shown on the Plans, specified in the Special ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB #14 -105 Water Quality Vault Page 47 March 2014 r 32 1 33 34 35 36 37 38 39 40 41 '42 43 44 45 46 Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi- permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1- 10.3(1), and for transportation described in Section 1 10.3(2). Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffic Safety Drums shall be used to delineate driveways and access locations to private properties within the work zone. 1- 10.3(7) Temporary Pavement Marking Section 1- 10.3(7) is a new section: All costs in connection with the use of reflective traffic tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflective pavement markers used for temporary traffic control shall be paid under other bid items. 47 Description 48 I 49 The Contractor shall install and remove approved 4- inch -wide reflective traffic tape, paint 50 dine, RPMs and pavement markings per City of Federal Way Standard Details DWG - 3- 51 17, DWG - 3-18, and DWG 3 -19, as shown on the Plans, specified in the Special ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB #14 -105 Water Quality Vault Page 47 March 2014 r 1 Provisions for this Contract, or as directed by the Engineer. Temporary pavement 2 markings shall be removed after the installation of permanent lane marking is approved 3 in writing by the Engineer._ ' 4 5 Materials 6 7 Materials for temporary pavement markings shall be selected from approved materials 8 listed in the Special Provisions of this Contract. 9 Preliminary Spotting ,10 11 12- The Contractor is responsible for preliminary spotting (layout work) of the lines before 13 marking begins. The City may provide pavement marking layout work for the Contractor t 14 if existing workloads permit, but all costs incurred by the City in providing layout work at 15 the Contractor's request shall be charged to the Contractor. 16 '17 Temporary Pavement Markings 18 19 Temporary pavement markings shall be installed and maintained by the Contractor 20 whenever permanent pavement markings are included in the Contract and traffic is 21 released onto public streets or roadways prior to installation of permanent pavement 22 markings. The Contractor shall perform preliminary layout work to the satisfaction of the 23 Engineer prior to installation of the temporary pavement markings. The temporary t 24 pavement markings shall be installed and maintained to the satisfaction of the Engineer 25 until the permanent pavement markings are installed and approved in writing by the 26 Engineer. After approval of permanent lane markings, the Contractor shall remove the 27 temporary lane markings to the satisfaction of the Engineer. 28 29 Appropriately colored 4- inch -wide reflective traffic -tape shall be installed with a skip 30 pattern based on a 10 -foot unit consisting of a 1 -foot line of tape and a 9 -foot gap, 31 unless otherwise specified on the Plans or in the Special Provisions for this Contract: 32 Reflective traffic tape markings shall generally follow the alignment for the permanent 33 pavement markings and double lines shall be used when specified for the permanent ' 34 pavement markings., Reflective tape shall not be used when the temporary pavement 35 36 markings are to be exposed to traffic for more than two weeks' without the written approval of the Engineer. 37 38 The Contractor shall provide paint lines per sections 8 -22 and 9 -34, and RPMs per 39 sections 8-09 and 9 -21, at the direction of the Engineer for temporary pavement ' 40 markings for construction staging. Paint lines shall be provided for temporary pavement 41 markings for any conditions not applicable for reflective tape. Paint lines for temporary 42 pavement markings shall be incidental to the associated Work. 43 , 44 1 -10.4 Measurement 45 1- 10.4(2) Lump Sum Bid for Project (No Unit Items) ,46 47 48 No specific unit of measurement will apply to the lump sum item of "Project Temporary Traffic 49 Control ". , 50 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14.105 Water Quality Vault Page 48 March 2014 1 "Construction Signs, Class K will be measured by the square foot of panel area for each sign 2 designated on tan approved Traffic Control Plan as Class A or for each construction sign ' 3 installed as ordered by the Engineer and designated as Class A at the time of the order, 4 5 No specific unit of measurement will apply to lump sum item of "Traffic Control Supervisor". ' 6 7 "Flaggers and Spotters" will be measured by the hour. Hours will be measured for each flagging 8 or spotting station, shown on an approved Traffic Control Plan, when that station is staffed in 9 accordance with Section 1- 10.3(1)A. When a flagging station is staffed on an intermittent basis, ' 10 no deduction will be made in measured hours provided that the person staffing the station is in a 11 standby mode and is not performing other duties. t13 12 "Other Traffic Control Labor" will be measured by the hour. Time spent on activities other than 14 those described herein will not be measured under this item. The hours of one person will be 15 measured for each patrol route that the Contractor performs the Work described under Section ' 16 1- 10.3(2)E, Patrol and Maintain Traffic Control Measures, regardless of the actual number of 17 persons per route. Hours will be measured for each person engaged in any one of the following 18 activities: ' 19 •Operating a pilot vehicle during one -way piloted traffic control. 20 - Operating a traffic control vehicle or a chase vehicle during a rolling slowdown operation. 21 •Operating a_vehicle or placing /removing traffic control devices during the setup or takedown of 22 a lane closure. Performing preliminary Work to prepare for placing and removing these devices. ' 23 - Operating any of the moving traffic control equipment, or adjusting signing during a mobile 24 operation as described in Section 1- 10.3(2)D. 25 - Placing and removing Class B construction signs. Performing preliminary Work to prepare for 26 placing and removing these signs. 27 • Relocation of Portable Changeable Message Signs within the project limits. 28 • Installing and removing Barricades, Traffic Safety Drums, Barrier Drums, Cones, Tubular 29 Markers and Warning Lights and Flashers to carry out approved Traffic Control Plan(s). 30 Performing preliminary Work to prepare for installing these devices. 31 32 No specific unit of measurement will apply to the lump sum item of "Pedestrian Traffic Control". 33 34 .1-10.5 Payment 35 36 1- 10.5(1) Lump Sum Bid for Project (No Unit Items) 37 38 39 "Project Temporary Traffic Control ", lump sum. The lump sum Contract payment shall be full compensation for all costs incurred by the 40 Contractor in performing the Contract Work defined in Section 1 -10. 41 ' 42 1- 10.5(2) item Bids With Lump Sum for Incidentals 43 44 "Traffic Control Supervisor", lump sum. - 45 The lump sum Contract payment shall be full compensation for all costs incurred by the 46 Contractor in performing the Contract Work defined in Section 1- 10.2(1)B. 47 ' 48 "Flaggers and Spotters ", per hour ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 49 March 2014 1 The unit Contract price, when applied to the number of units measured for this item in 2 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred by the 3 Contractor in performing the Contract Work defined in Section 1- 10.3(1)A. 4 5 "Other Traffic Control Labor', per hour. 6 The unit Contract price, when applied to the number of units measured for this item in 7 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred by the 8 Contractor in performing the Contract Work defined in Section 1- 10.4(2). 9 "Pedestrian Traffic Control'', lump sum. '10 11 The lump sum Contract payment shall be full compensation for all costs of labor and materials 12 incurred by the Contractor in performing pedestrian traffic control Contract Work defined in 13 Section 1 -10, ' 14 15 16 END OF DIVISION ONE , 17 18 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 50 March 2014 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 51 March 2014 1 Division 2 2 3 Earthwork 4 2 -01 Clearing, Grubbing, and Roadside Cleanup 5 6 2 -01.3 Construction Requirements 7 8 2- 01.3(4) Roadside Cleanup 9 10 Section 2- 01.3(4) is supplemented with the following: 11 12 (January 5, 1998) ' 13 * *'` Clearing and grubbing shall be performed within the limits shown on the plans. 14 15 2-01.4 Measurement 16 17 Section 2 -01.4 is supplemented with the following: 18 * * * *� 19 20 No specific unit of measurement will apply to the force account item of "Roadside' 21 Cleanup„ 1 22 23 2 -01.5 Payment 24 25 Section 2 -01.5 is supplemented with the following: ' 26 27 28 "Roadside Cleanup ", by force account as provided in Section 1- 09.6. 29 30 2 -02 Removal of Structures and Obstructions 31 32 2 -02.1 Description - 33 34 Section 2 -02.1 is supplemented with the following: 35 36 37 The Contractor shall remove and dispose of all items shown on the site preparation plans 38 and other minor items necessary to complete the work. The following partial list of items to 39 be removed and disposed of is provided for the convenience of the contractor. The 40 contractor shall review the plans, specifications and project site to verify other items to be 41 removed: 42 43 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 51 March 2014 1 Removing Drainage Pipe 2 Sheet Station /Offset Structure /Obstruction Quantity EC -1 ECA P 18 +76, 23' RT to 19 +07, 57' RT P 19 +58, 22' RT to P 19 +65, 21' RT 12" CONC. STORM PIPE 12" CMP 46 LF 7 LF 3 4 Removing Drainage Structures ' 5 Sheet Station /Offset Structure /Obstruction Quantity EC -1 P 18 +76, 23' RT TYPE 1 CB 1 EA- 6 7 (March 13, 1995) ' 8 This work shall consist of removing, handling, and disposing of asbestos in the following 9 areas: 10 11 * **Asbestos cement pipe * ** 12 13 2 -02.3 Construction Requirements 14 I 15 Section 2 -02.3 is supplemented with the following: 16 17 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 18 19 Section 2- 02.3(3) is supplemented with the following: 20 21 (September 8, 1997) 22 The approximate thickness of the *** HMA * ** pavement is *** 9 inches * * *. 23 24 ( * * * * * *) 25 Prior to removal of pavement, the Contractor shall make a full -depth sawcut to 26 delineate the areas of pavement removal from those areas of pavement to remain. 27 The Engineer shall approve the equipment and procedures used to make the full -depth 28 sawcut. No wastewater from the sawcutting operation shall be released directly to any 29 stream or storm sewer system. 30 32 2- 02.3(4) Removal of Drainage Structures 33 Section 2- 02.3(4) is a new section: 34 35 Where shown in the Plans or where designated by the Engineer, the Contractor shall 36 remove existing catch basins, manholes, pipes, and other drainage features in 37 accordance with Section 2 -02 of the Standard Specifications, Removal shall be 38 conducted in such a manner as to prevent damage to surrounding facilities including 39 any existing storm sewers, sanitary sewers, electrical conduits or other facilities to 40 remain. All remaining facilities including but not limited to storm sewers, sanitary , 41 sewers, monuments, valves, vaults, and electrical conduits damaged due to the S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 52 March 2014 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14-105 Water Quality Vault Page 53 March 2014 1 Contractors operations shall be replaced by the Contractor to the satisfaction of the 2 Engineer at no additional cost to the Contracting Agency. Catch basins, manholes, and ' 3 other drainage structures designated for removal, including all debris, shall be 4 completely removed. All removed catch basins, manholes, and other drainage 5 structures shall become the property of the Contractor and shall be disposed of in 6 accordance with Section 2 -02 of the Standard Specifications. All undamaged frames, 7 grates, and solid covers in a re- useable condition shall become the property of the City S of Federal Way and shall be delivered to a location specified by the Engineer. 9 10 Sawcutting (full depth) of existing asphalt concrete pavement and cement concrete 11 curb and gutter surrounding the structure required for removal will be considered 12 incidental to the removal of the catch basin, manhole, or other drainage structures. 13 Sawcuts shall be in accordance with Section 2 -02 of these Special Provisions. 14 15 Backfilling of catch basins, manholes, pipes and other drainage structures to be 16 removed and replaced shall not be performed until the new structure is installed and 17 shall be in accordance with Section 7 -05. Backfilling of a structure to be replaced shall 18 be considered incidental to the construction and installation of the new catch basin, 19 manhole, or other drainage structure. Backfilling of catch basins, manholes, pipes and 20 other drainage structures to be completely removed shall be performed using Gravel 21 Borrow per section 9- 03.14(1) and paid in accordance with "Gravel Borrow for Trench 22 23 Backfill Incl. Haul" per section 7 -09 and the Bid Schedule. 24 Prior to back-filling any voids, the Contractor shall remove pipe as noted in the plans. 25 Pipe shown to be abandoned or ordered by the Engineer to be abandoned" shall be ' 26 filled with CDF in accordance with Section 2- 09.3(1)E of the Standard Specifications. 27 Material, labor, tools, and equipment necessary to remove and /or fill any abandoned 28 pipe shall be paid in accordance with the Bid Schedule. 29 30 The Contractor shall maintain existing drainage, where designated by the Engineer, 31 until the new drainage system is completely installed and functioning. 32 33 Excavated material shall not be used as native backfill. 34 36 2- 02.3(5) Removal and Disposal of Hazardous Material 37 Hazardous material may be encountered on this project. For the basis- of bid, the 38 Contracting Agency has entered an amount for this material. If encountered, the Contractor 1 39 will work with the Contracting Agency to identify the limits of contamination and a plan to 40 remediate the contamination. The site history and past construction in the area indicate a 41 potential for encountering hydrocarbons within the work area. 42 1 43 All necessary permits for this work will be furnished by the Contracting Agency. The 44 Contractor is responsible for all work, records, and reports required to perform the work 45 described in this section. The Contracting Agency will perform all testing of suspected 46 hazardous or contaminated material. , 47 All necessary permits for this work will be furnished by the Contracting Agency. The 48 49 Contractor is responsible for all work, records, and reports required to perform the work described in this section. The Contracting Agency will perform all testing of suspected 50 hazardous or contaminated material. 51 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14-105 Water Quality Vault Page 53 March 2014 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 54 Special Provisions ' RFB# 14 -105 March 2014 1 The Contractor shall notify the Engineer 10 working days prior to beginning work in the 2 area identified in the Plans as contaminated. The Contractor shall notify the Engineer 3 immediately if contamination is discovered in areas other than those identified in the Plans, , 4 or is suspected through observations such as an oily sheen or discolored soils that may or 5 may not emit strong chemical odors. 6 7 2- 02.3(6) Contaminated Soil and Hazardous Material 8 The Engineer will determine the limits of excavation required. All material that is 9 designated by the Engineer to be removed shall be handled and stored in a manner that 10 prevents the spread of contamination to adjacent soil or water. Separate stockpiles shall ' 11 be maintained for known hazardous or contaminated material and for suspected hazardous 12 or contaminated material. The Contractor shall transport hazardous or contaminated 1.3 material and dispose of it at a permitted facility. The Contractor shall provide the Engineer , 14 with a copy of the shipping manifest or bill of lading indicating the amount of material 15 hauled to disposal, and bearing the disposal site operator's confirmation for receipt of the 16 material. ' 17 18 2- 02.3(7) Contaminated Water 19 All water that is removed from the areas of contamination; including free water that leaches 20 from contaminated soil stockpiles or water that is suspected of being contaminated, shall _ 21 be collected, handled and stored in a manner that prevents the spread of contamination to 22 adjacent soil or water. The Contractor shall transport contaminated water and dispose of it 23 at a permitted facility. The Contractor shall provide the Engineer with a copy of the shipping , 24 manifest or bill of lading indicating the amount of material hauled to disposal, and bearing 25 the disposal site operator's confirmation for receipt of the material. 26 ,27 (September 30, 1996) 28 2-02.3(8) Asbestos Handling And Disposal 29 Prior to performance of any contract work, the Contractor shall obtain all permits from, and 30 provide notification to, the Washington State Department of Labor and Industries, the U.S. 31 EPA, the local air pollution control agency, and other permitting and regulatory agencies 32 with jurisdiction over the work involving asbestos as the law requires: , 33 34 Prior to commencing asbestos related work, the Contractor shall provide the Engineer with 35 written verification of approvals and notifications that have been given and /or obtained from 36 the required jurisdictional agencies, and the Contractor's schedule for all work involving 37 asbestos removal. The schedule shall include the sequencing and scheduling of asbestos 38 39 related work, and coordination with subcontractors. The Contractor shall notify the Engineer when all approvals have been received and notifications have been made, as , 40 required by the agencies involved. 41 42 The Contractor shall ensure the safety of all workers, visitors to the site, and the general 43 public in accordance with all applicable laws, rules, and regulations. 44 45 The Contractor shall designate a Washington State Certified Asbestos Supervisor (CAS) to 46 personally supervise the asbestos removal and to ensure that the handling and removal of ' 47 asbestos is accomplished by certified asbestos workers, pursuant to Washington State 48 Department of Labor and Industries standards. The Contractor shall ensure that the 49 removal and disposal of asbestos meets the requirements of EPA regulation 40 CFR Part 50 61, local health department regulations, and all other applicable regulations. S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 54 Special Provisions ' RFB# 14 -105 March 2014 _ 1 ' 2 2- 02.3(9) Salvage (New Section) 3 Unless otherwise indicated on the Plans or in the Special Provisions, all structures, 4 castings, pipe and other material of recoverable value removed from the Project site shall ' 5 be carefully salvaged and delivered to the Owner of said utility items in good condition and 6 in such order of salvage as the Engineer may direct. Materials and other items deemed of 7 no value by the Engineer shall be promptly removed, loaded and wastehauled by the 8 Contractor and becomes his property, to be disposed of at his discretion, in compliance with 9 regulatory requirements. 10 1 11 2- 02.3(10) Waste Disposal (New Section) 12 Waste materials shall be loaded and hauled to a waste site secured by the Contractor and 18 shall be disposed of in such a manner as to meet all requirements of state, county and ' 14 municipal regulations regarding health, safety and public welfare. 15 16 2 -02.3(11) " Asbestos Cement (AC) Pipe Standard Operation Practices (New _ 17 Section) 18 The following shall apply to work involving asbestos cement water main, including removal, 19 handling, hauling, and disposal. 20 21 Training: 22 All personnel on any asbestos project who directly handle asbestos - cement (AC) water 23 pipe or asbestos - containing waste materials shall be certified in accordance with 24 Chapter 296 -65 WAC. Proof of certification shall be provided to Lakehaven prior to work 25 on asbestos - cement pipe. 26 27 Reporting: 28 Contractor shall complete and submit to Lakehaven an, asbestos concrete report ' 29 documenting that asbestos contaminated material has been properly disposed. 30 31 Practice: 32 All work with asbestos - cement water pipe shall be in accordance with the following, at a 33 minimum: 34 35 Carbide Blade Cutting (hand- operated only): 36 Blade cutters consist of a frame adjustable to the circumference of the pipe and a 1 Pp 37 number of outboard, self- tracking rollers which align one or more carbide - tipped cutting 38 blades. The cutter is rotated around the pipe with the blades cutting a grove into the 39 pipe. As the cutter is rotated, the blades are slowly tightened with screws to cut deeper 40 and deeper into the pipe until the pipe is severed. 41 42 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 55 March 2014 1 Snap Cutting: 2 Snap cutting equipment operates by means of cutting wheels mounted on a chain 3 wrapped around the AC pipe. Hydraulic or manually- applied pressure simultaneously ' 4 squeezes the cutting wheels into the pipe wall until the pipe is severed. 5 6 Repair Band Installation: , 7 Repair bands consist of a pliable gasket material held in place by a metal sleeve 8 tightened over the gasket and are used to repair small AC pipe leaks. 9 ' 10 Equipment required: 11 Hand- operated carbide blade cutter or Snap Cutting or Hand Saw or Repair bands or 12 couplings and 'tools necessary for installation or Wet tapping machine of appropriate 13 size; water source and means of application sufficient to maintain a continuously -wetted 14 cutting area; protective equipment including: , 15 1. Disposable coveralls 16 2. Respiratory protection (consisting of 1/2 face respirator equipped with HEPA filters 17 or respirator which provides equivalent or better protection). 18 3. Rubber boots 19 4. Hard hat ' 20 21 Procedures: 22 The following represents recommended procedures for handling and processing AC ' 23 pipe. The Contractor shall be responsible to ensure that the Work follows current 24 guidelines, recommended practices and requirements of the jurisdictional agencies. 25 26 1. Excavate around the AC pipe a sufficient distance to assure adequate tool 27 clearance in the area to be cut. Care must be to avoid any abrasion to the 28 pipe. 29 2. Don protective equipment and have sufficient water available before entering 30 trench to begin cutting operations. 31 3. Clean and wash with water the surface of the pipe in the area to be cut and 32 attach the cutting equipment around the AC pipe. 33 4. Begin applying water to area being cut and continue until cutting is complete. 34 5. Operate the cutting tool in accordance with the manufacturer's instruction until 35 cutting is complete or tap pipe, making sure that water is applied in sufficient 36 quantities to assure that area being cut is continuously wetted and no AC dust is 37 created. 38 6. Detach cutting equipment, move to new cutting location and repeat procedure 39 described above. Upon completion of the final cut, thoroughly wash the cutting , 40 equipment with clean water to remove all AC debris. Allow wash water to drain 41 into the bottom of the trench. Remove washed cutting equipment from the 42 trench. S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 56 March 2014 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 57 March 2014 1 7. Install other pipe and fittings as necessary to complete the job taking care to 2 avoid any abrasion to the AC pipe. Tighten bolts keeping the entire exposed 3 area of the pipe wet in the vicinity of the repair band during the operation. 4 8. When all p i p p thoroughly e work is completed, thorou hl wash tools, boots and hands with 5 clean water to remove all AC debris. Allow wash water to drain into the bottom of ' 6 the trench. 7 9. All asbestos - cement water pipe designated for removal as shown on the Plans or 8 as may be directed by the Engineer, and any asbestos containing waste 9 materials, including pipe fragments, protective clothing, HEPA filters and 10 asbestos- contaminated containers and debris shall be sealed in a leak tight 11 labeled container while adequately wet, and disposed in accordance with Puget 12 Sound Air Pollution Control Agency, Asbestos Control Standard, Regulation III, -13 Article 4. 14 10. Exit ditch in such a manner that no AC debris. will contaminate clothing, boots, ' 15 tools, etc. 16 ' 17 2- 02.3(12) Removing Existing Water Main (New Section) 18 The Contractor shall remove the existing water main, valves, valve boxes, fittings, thrust 19 blocks, and other water main facilities as shown and noted in the Plans, as may be directed 20 by the Engineer, and as set forth in these contract provisions. 21 22 Removal shall be conducted in such a manner as to prevent damage to other facilities 23 including existing storm sewers, sanitary sewers, power poles, underground utilities or ' 24 other improvements to remain. Any facilities not designated for removal, including but not 25 limited to storm sewers, sanitary sewers, power poles, underground utilities or other ' 26 27 improvements, damaged due to the Contractor's operations shall be replaced by the Contractor to the satisfaction of the Engineer at no additional expense to the Contracting 28 Agency. 29 ' 30 All removed water main and appurtenances, including abandoned; water service line, shall 31 become the property of the Contractor, and shall be processed, hauled, salvaged or 32 disposed in accordance with the contract provisions. Removed hydrants, valves, and 33 fittings shall be salvaged to Lakehaven, and shall be delivered to a location specified by the ' 34 Engineer. Ductile iron pipe may be salvaged by the Contractor or disposed at a permitted 35 site. Asbestos cement pipe shall be disposed at a permitted site. 36 37 The Contractor shall preserve and protect existing storm pipe from displacement or 38 damage during water main removal, including placement and compaction of pipe zone 39 bedding and backfill, and trench backfill. Such work may include, but not be limited to, 40 temporary shoring, bracing, pipe zone bedding and backfill as required by WSDOT p rY 9 9 P p 9 4 1 Standard Plan B- 55.20 -00 and/or specialized e ui ment and /or operations to stabilize the 42 pipe and restore the pipe zone and trench backfill to finish grade. 43 44 All costs for conformance with this provision, including any repair and /or restoration of 45 storm facilities necessitated by the Contractor's operations, shall be incidental to and 46 included in the contract bid prices for water main removal. 47 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 57 March 2014 1 Provisions for temporary water service or night- time shut down of the water main serving 2 3 the potentially affected properties, shall be submitted a minimum of 72 -hours (3 business days) in advance of the proposed service disruption, and be approved by the Engineer prior ' 4 to any such service disruption. 5 6 2 -02.4 Measurement 7` 8 Section 2 -02.4 is supplemented with the following: 9 11 No specific unit of measurement will apply to the force account item of "Removal and 12 Disposal of Hazardous Material'. 13 f 14 15 Removal of asbestos pipe will not be measured as it is incidental to the cost of the ductile 16 iron pipe per Section 7 -09. 17 18 (October 25, 1999) 19 Sidewalk removal will be measured by the square yard. 20 22 Curb and gutter removal will be measured by the linear foot. 23 24 ( ) 25 26 No specific unit of measurement will apply to the lump sum item of "Removing Drainage Pipe ". ' 27 28 Removing Drainage Structures will be measured per each: 29 ,30 2-02.5 Payment 31 32 Section 2 -02.5 is revised by the following: 33 , 34 (November 3, 1999) 35 "Removing * ** Cement Conc. * ** Sidewalk", per square yard. 36 37 38 "Removing Cement Conc. Curb and Gutter", per linear foot. 39 40 "Removing Drainage Structures ", per each 41 42 `Removing Drainage Pipe ", per lump sum 43 44 45 S 320th Street at 20th Avenue S Special Provisions ' Intersection improvements RFB# 14 -105 Water Quality Vault Page 58 March 2014 1 2-03 Roadway Excavation and Embankment 2 3 2 -03.2 Pavement Removal 4 5 Section 2 -03.2 is replaced with the following: 7 8 Where shown in the Plans or where designated by the Engineer, the Contractor shall 9 remove asphalt, concrete, and /or Portland cement concrete pavement. The approximate ' 10 thickness of the pavement is 9 inches along 20th Ave S. 11 12 Prior to removal, the Contractor shall make a full -depth sawcut to delineate the areas of i 13 pavement removal from those areas of pavement to remain. The Engineer shall approve 14 the equipment and procedures used to make the full -depth sawcut. No wastewater from the 15 sawcutting operation shall be released directly to any stream or storm sewer system. 16 The removed pavement shall become the property of the Contractor and shall be removed 17 from the project. Damage caused to portions of the pavement to remain, due to the 18 Contractor's operation, shall be repaired by the Contractor at the Contractor's expense and 19 to the satisfaction of the Engineer. 20 ' 21 2 -03.4 Measurement 22 23 Section 2 -03.4 is supplemented with the following: ' 24 25 (March 13, 1995) 26 Only one determination of the original ground elevation will be made on this project. 27 Measurement for roadway excavation and embankment will be based on the original ' 28 ground elevations recorded previous to the award of this contract. 29 30 If discrepancies are discovered in the ground elevations which will materially affect the 31 quantities of earthwork, the original computations of earthwork quantities will be adjusted ' 32 accordingly. 33 34 Earthwork quantities will be computed, either manually or by means of electronic data i 35 processing equipment, by use of the average end area method or by the finite element 36 analysis method utilizing digital terrain modeling techniques. 37 38 Copies of the ground cross- section notes will be available for the bidder's inspection, before 39 the opening of bids, at the Project Engineer's office and at the Region office. 40 41 Upon award of the contract, copies of the original ground cross- sections will be furnished to 42 the successful bidder on request to the Project Engineer. 43 44 45 "Roadway Excavation Incl. Haul" will not be measured as it shall be incidental to the other 46 various bid items in the Contract and no further compensation will be made. 47 ' 48 Sawcutting will be measured by the square foot. The area for payment will be one vertical 49 plane measured along the centerline of the cut. Measurement will be made from the top of 50 existing asphalt to the bottom of the asphalt cut.` ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 59 March 2014 1 2 2 -03.5 Payment 3 t 4 Section 2 -03.5 is supplemented with the following: 5 6 (March 13, 1995) 7 All costs in connection with the preparation of waste sites and waste deposits shall be 8 included in the * ** excavation including haul items *** 9 " Sawcutting ", per square foot. '10 11 12 2 -09 Structure Excavation 13 i 14 2- 09.3(1)E Backfilling 15 16 The first paragraph in Section 2- 09.3(1)E is replaced with the following: 17 19 Backfill for Structure Excavation Class B shall be Gravel Borrow per section 9- 03.14(1) ' 20 and paid in accordance with "Gravel Borrow for Trench Backfill Incl. Haul" per section 21 7 -09 and the Bid Schedule. Backfill subsequent to the removal of structures and 22 obstructions shall be Gravel Borrow per section 9- 03.14(1) and paid in accordance 23 with "Gravel Borrow for Trench Backfill Incl. Haul" per section 7 -09 and the Bid ' 24 Schedule. Native material may be used for backfill with approval of the Engineer. 25 26 Revise the second paragraph in Section 2- 09.3(3)D with the following: , 27 28 ( * * * * * *) 29 Structural shoring systems includes driven cantilever sheet piles, sheet piles with 30 tiebacks, sheet pile cofferdams with wale rings or struts, prestressed spud piles, 31 cantilever soldier piles with lagging, soldier piles with lagging and tiebacks, multiple tier 32 tieback systems, and dig and push systems. 33 , 34 2- 09.3(5) Removal of Contaminated Soil 35 37 New Section 2- 09.3(5) is added: 38 39 If contaminated soils are found at locations on the project, the Contractor shall follow - 40 the procedures described below. 41 42 To determine whether the soils are contaminated, the Contractor shall excavate one ' 43 test pit at each potential contamination site along the proposed excavation at a location 44 determined by the Engineer. Prior to excavating the test pit, the Contractor shall 45 prepare a health and safety program for approval by the Engineer. The program shall 46 address the worker qualifications and training, safety precautions including but not 47 limited to skin protection, air filtration, and equipment. The Contractor shall place the 48 excavated material on site in separate stock piles with weather protection to ensure the 49 soils do not migrate from the stockpile. The test pit shall be excavated to the depth of ' 50 the bottom of the trench. Upon completion of the test pit, the Contractor shall notify the S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 60 March 2014 1 City. The Contractor will cease trenching in this section until the City has completed 2 the testing of soils for contamination. 3 4 Potential locations of contaminated soils have not been identified. The Contracting 5 Agency will pay these costs by force account if the work proves to be acceptable and ' 6 the Contractor had performed the work with the authority of and due notice to the 7 Engineer. 8 ' 9 For the purpose of providing a common proposal for all bidders, 100 cubic yards has 10 been entered for the item "Removal of Contaminated Soil" in the bid proposal to 11 become part of the total bid by the Contractor: 12 ' 13 2 -09.4 Measurement 14 Section 2 -09.4 is supplemented with the following: 15 17 Excavated materials will be measured in their original position by the cubic yard. The 18 Contracting Agency will measure and pay for only the material excavated from inside the 19 limits this section defines. If the Contractor excavates outside these limits or performs extra ' 20 excavation as described in Section 2- 09.3(3)B, it shall be considered for the Contractor's 21 benefit and shall be included in the cost of other Bid items. 22 23 Shoring or extra excavation Class B will be measured by the square foot as follows. The 24 area for payment will be one vertical plane measured along the centerline of the trench, 25 including Structures. Measurement will be made from the existing ground line to the ' 26 bottom of the excavation and for the length of the Work actually performed. 27 28 No specific unit of measurement will apply to the lump sum item of "Structural Shoring 29 System ". Areas where the Structural Shoring System is used are not entitled to additional 30 payment under "Shoring or Extra Excavation Class B Incl. Haul" as that shall be incidental 31 to the lump sum cost of the "Structural Shoring System ". 32 33 No specific unit of measurement will apply to the force account item of "Removal of 34 Contaminated Soil ". ' 35 36 "Gravel Borrow for Trench Backfill Incl. Haul" will be measured per the "Structure 37 Excavation Class B Incl. Haul" neat lines, less the volume for structures, pipes, and pipe 38 zone bedding; and less the structural roadway section or other contractor placed materials. ' 39 40 2 -09.5 Payment 41 ' 42 Section 2 -09.5 is supplemented with the following: 43 44 45 "Structure Excavation Class B Incl. Haul ", per cubic yard. ' 46 47 "Shoring or Extra Excavation Class B Incl. Haul ", per square foot. ' 48 49 "Structural Shoring System ", lump sum. 50 for all costs incurred b the The lump Contract payment shall be full compensation y p pY 51 Contractor in performing the Contract Work defined in Section 2 -09.3. ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 61 March 2014 1 2 3 Removal of Contaminated Soil", by force account as provided in Section 1- 09.6. ' 4 "Gravel Borrow for Trench Backfill Incl. Haul ", per cubic yard. S 6 7 END OF DIVISION TWO 8 t S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 62 March 2014 1 Division 3 2 Aggregate Production and Acceptance ' 3 4 3-01 Production From Quarry and Pit Sites 5 6 3 -01.2 Material Sources, General Requirements 7 8 Section 3 -01.2 is supplemented with the following: 9 10 (March 13, 1995) S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 63 March 2014 11 Permits For Pit Operations In King County 12 The Contractor is advised that King County may require the Contractor to meet any or all of ' 13 the following listed conditions before considering issuance of a temporary permit for pit 14 operations within King County: 15 ' 16 1. Security fences and locking gates shall be installed where deemed necessary by 17 the King County Department of Building. Cable or wire gates are not acceptable. 18 19 2. Hours of operation shall be limited to: 7 :00 a.m. to 7:00 p.m, 20 21 3, Access roads shall be improved and maintained to the satisfaction of the King ' 22 County Department of Public Works. A haul road agreement for County road 23 maintenance may be required. 24" 25 All roads shall be swept, washed, or both, by the Contractor at the Contractor's ' 26 expense as often as the Department of Building deems necessary. 27 28 Property shall have functional access to an arterial level street: ' 29 30 4. All operations will have to be approved by King County Flood Control for drainage 31 plans, Washington State Department of Ecology, and Puget Sound Air Pollution ' 32 Control Authority. 33 34 Those properties near or adjacent to any water body shall have written approval 35 from the State of Washington Department of Fisheries. 36 37 The. Contractor shall obtain a mining reclamation permit from the State of 38 Washington Department of Natural Resources for sites of over three acres in size ' 39 of disturbed land or resulting in pit walls more than thirty feet high and steeper 40 than one to one slope. ' 41 42 5. No stockpiling of foreign excavated material is permitted on the site except for 43 those materials to be used in the land rehabilitation of the subject property. 44 ' 45 6. No signs other than signs required by Chapter 24.42, King County Zoning Code 46 are authorized as a result of the temporary permit. 47 48 7. Plans required: ' 49 50 a. Scale of Plot Plans S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 63 March 2014 S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 64 March 2014 1 2 3 Site Size: less than 10 acres 1 inch = 50 feet ' 4 10 to 100 acres 1 inch = 100 feet 5 6 over 100 acres 1 inch = 200 feet ' 7 8 b. Contours 9 Show existing and proposed contours at 5 -foot intervals. If existing and '10 11 ` proposed contours are superimposed upon one another it must be clear 12 as to which is which. Plans which incorporate a screening process may 13 be required by the County to distinguish said contours. , 14 15 Finished contours must show how the property can be used under the 16 existing zoning. Plans showing daylighting of property to road grade or ' 17 below with high 2:1 slope walls will no longer be permitted within the R, 18 S, or G zones. The plans must contain large terraces which will permit 19 the lot sizes and roads that are permitted within the zone. 20 ' 21 c. Sections 22 Show a minimum of two sections in each direction. '23 24 25 d. Maximum Slope 26 '27 Cuts shall not be steeper in slope than two horizontal to one vertical 28 unless the owner furnishes a soils engineering or an engineering geology 29 report certifying that the site has been investigated and indicating that the ' 30 proposed deviation will not endanger any private property or result in the 31 deposition of debris on any public way or interfere with any existing 32 drainage course. 33 ' 34 e. Fill Slopes 35 36 No fill shall be made which creates an exposed surface steeper in slope 37 than two horizontal to one vertical. 38 39 f. Benches on Slopes , 40 41 There shall be a 10 foot wide bench sloped into the hillside for every 50 42 feet in height. 43 , 44 g. Setbacks 45 46 Material and vegetation shall be left in its natural state: ' 47 48 50 feet from any FP, A, G, S, or R zoned property; 49 ,50 20 foot setback which includes a 6 foot high planted berm along any 51 public right -of -way; S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 64 March 2014 1 2 3 20 feet from M, B, or CG zoned property; 4 10 feet from QM or FR zoned property. 5 ' 6 Plans shall show type of vegetation existing within the buffer zones. 7 8 h. Drainage 9 10 All drainage facilities shall be designed to carry surface waters to the 11 nearest practical street, storm drain, or natural water - course. Adequate ' 12 13 provision shall be made to prevent any surface waters from damaging the face of an excavation or fill. All slopes shall be protected from 14 surface water runoff from above by berms or swales. 15 16 The Contractor is further advised that King County may require conditions which are in 17 addition to the foregoing list and that the County may reject permit applications at its 9 9 tY Y 1 P pp 18 discretion because of the `proposed operations proximity to schools, residential 19 neighborhoods, hospitals, arterials; or for other environmental conditions. 20 21 When there are discrepancies between the requirements of the State and the County the 22 23 more stringent specifications shall apply. 24 Should the Contractor fail to comply with any requirements of a temporary permit obtained 25 in the Contracting Agency's name, the Contracting Agency will take the necessary action to ' 26 meet these requirements and any costs incurred by the Contracting Agency will be 27 deducted from monies due or to become due the Contractor. 28 29 ' 30 END OF DIVISION THREE. 31 _ 32 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements ments RFB# 14 -105 Water Quality Vault Page 65 March 2014 1 1 Division 4 2 3 Bases 4 4 -04 Ballast and Crushed Surfacing 5 6 4-04.4 Measurement 1 7 8 * * * *� 9 Crushed surfacing base course will be measured by the ton. 1 10 11 4 -04.5 Payment 12 1 14 "Crushed Surfacing Base Course ", per ton. 15 16 1 17 END OF DIVISION FOUR 18 19 1 1 1 1 1 1 1 1 1 1 S 320th Street at 20th Avenue S Special Provisions 1 Intersection Improvements RFB# 14 -105 Water Quality Vault . Page 66 March 2014 1- 1 Division 5 2 3 Surface Treatments and Pavements 4 5-04 Hot Mix Asphalt 5 6 5-04.2 Materials 7 8 Section 5 -04.2 is supplemented with the following: 9 10 (January 3, 2011) 11 ESAL's 12 The number of ESAL's for the design and acceptance of the HMA shall be * * *10 *"* million. 13 14 5 -04.3 Construction Requirements _15 16 5- 04.3(3)A Material Transfer Device / Vehicle 17 (January 16, 2014 APWA GSP) ' 18' 19 The first paragraph of this section is revised to read: 20 21 Additionally, a material transfer device or vehicle (MTD/V) is not required at the following ' 22 locations: The vicinity of the 20th Ave S Water Quality Vault location. 23 24 5- 04.3(7) Preparation of Aggregates ' 25 26 5- 04.3(7)A Mix Design 27 28 (March 10, 2010 APWA GSP) ' 29 30 - Delete this section and replace it with the following; ' 31 32 1. General. Prior to the production of HMA, the Contractor shall determine a design 33 aggregate structure and asphalt binder content in accordance with WSDOT Standard 34 Operating Procedure 732. Once the design aggregate structure and asphalt binder 35 content have been determined, the Contractor shall submit the HMA mix design on 36 DOT form 350 -042 demonstrating the design meets the requirements of Sections 9- 37 03.8(2) and 9- 03.8(6). HMA accepted by nonstatistical evaluation requires a mix 38 design verification. For HMA accepted by commercial evaluation only the first page of ' -39 DOT form 350 -042 and the percent of asphalt binder is required. In no case shall the 40 paving begin before the determination of anti -strip requirements has been made. Anti- 41 42 strip requirements will be determined by: 43 a. Testing by WSDOT in accordance with TM 718: 44 b. Testing by Contractor in accordance with WSDOT TM 718. ' 45 C. Historical aggregate source ant -strip use provided by WDOT. 46 47 The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced. ' 48 Any additional adjustments to the JMF will require the approval of the Project Engineer 49 and may be made per Section 9- 03.8(7). 50 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 67 March 2014 1 2. Mix Design Verification. Verification shall be accomplished by one of the following 2 processes: 3 I � 'I 4 a. Submit samples to WSDOT State Materials Lab for WSDOT verification 5 testing in accordance with WSDOT Standard Specifications. 6 b. The contracting agency will perform tests to verify the mix design in 7 accordance with the Field Verification Testing Process. 8 C. Reference a mix design that has been previously verified by the Field 9 Verification Testing Process or verified by WSDOT State Materials Lab on 10 a previous project. ' 11 d. Perform Field Verification Testing on a sample of HMA provided by. the 12 13 Contractor prior to paving. , 14 Mix design verification is valid for one year from the date of verification. At the discretion 15 of the Engineer, agencies may accept mix designs verified beyond the verification year 16 with certification from the Contractor that the materials and sources are the same as ' 17 those shown on the original mix design. 18 19 3. Field Verification Testing Process. The Contracting agency will collect three 20 Production Samples of HMA on the first day of paving per AASHTO T 168 sampling ' 21 procedures. 22- 23 a. The Contracting agency will test one Production Sample in accordance ' 24 with section 5- 04.3(8)A for field verification per the requirements of 25 Section 9- 03.8(7). 26 b. If the test results from the first Production Sample are within the ' 27 tolerances of section 9- 03.8(7), the mix design will be considered verified 28 and the test results will be used as acceptance sample number one. 29 C. If the test results from the first Production Sample are outside the 30 tolerances of section 9- 03.8(7), the other two samples will be tested and ' 31 the results of all three tests will be used for acceptance in accordance 32 with Section 5- 04.5(1) and will be used in the calculation of the CPF the 33 maximum CPF shall be 1.00. , 34 35 36 4. Prior to the first day of paving, six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA. ' 37 Calibration samples shall be provided by the Contractor when directed by the 38 Engineer. Calibration samples shall be prepared in accordance with WSDOT SOP 39 728: ' 40 41 5- 04.8(7)A2 Statistical or Nonstatistical Evaluation 42 (January 16, 2014 APWA GSP) 43 , 44 Delete this section and replace it with the following: 45 46 Mix designs for HMA accepted by Nonstatistical or Commercial evaluation shall; ' 47 • Be submitted to the Project Engineer on WSDOT Form 350 -042 48 49 • Have the aggregate structure and asphalt binder content determined in accordance with - WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9- , 50 03.8(2) and 9- 03.8(6). S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 68 March 2014 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 69 March 2014 1 Have anti -strip requirements, if any, for the proposed mix design determined in 2 accordance with WSDOT Test Method T 718 or based on historic anti -strip and ' 3 aggregate source compatibility from WSDOT lab testing. Anti -strip evaluation of HMA 4 mix designs utilized that include RAP will be completed without the inclusion of the RAP. 5 ' 6 At or prior to the preconstruction meeting, the contractor shall provide one of the following mix 7 design verification certifications for Contracting Agency review; 8 9 • The proposed mix design indicated on a WSDOT mix design /anti -strip report that is 10 within one year of the approval date 11 • The proposed HMA mix design submittal (Form 350 -042) with the seal and certification 12 (stamp & signature) of a valid licensed Washington State Professional Engineer. ' 13 • The proposed mix design by a qualified City or County laboratory mix design report that 14 is within one ear of the approval date. Y pp 15 16 The mix design will be performed by a, lab accredited by a national authority such as Laboratory 17 Accreditation Bureau, L -A -B for Construction Materials Testing, The Construction Materials 18 Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall ' 19 supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) 20 program. 21 22 At the discretion of the Engineer, agencies may accept mix designs verified beyond the one ' 23 year verification period with a certification from the Contractor that the materials and sources 24 are the same as those shown on the original mix design. 25 26 5- 04.3(8) Mixing 27 28 5- 04.3(8)A Acceptance Sampling and Testing - HMA Mixture 29 30 5- 04.3(8)A1 General 31 (January 16, 2014 APWA GSP) 32 33 Delete this section and replace it with the following: 34 - 35 Acceptance of HMA shalt be as defined under nonstatistical or commercial evaluation. ' 36 37 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the 38 contract documents. 39 40 The mix design will be the initial JMF for the class of HMA. The Contractor may request a 41 change in the JMF. Any adjustments to the JMF will require the approval of the Project ' 42 Engineer and must be made in accordance with Section 9- 03.8(7). 43 44 Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the ' 45 following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, 46 prelevel, and pavement repair. Other nonstructural applications of HMA accepted by 47 commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of 48 HMA accepted by commercial evaluation will be at the option of the Project Engineer. ' 49 Commercial HMA can be accepted by a contractor certificate of compliance letter stating the 50 material meets the HMA requirements defined in the contract. ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 69 March 2014 I� 1 2 5- 04.3(8)A4 Definition of Sampling Lot and Sublot 3 (January 16, 2014 APWA GSP) , 4 5 Section 5- 04.3(8)A4 is supplemented with the following- 6 7 For HMA in a structural application, sampling and testing for total project quantities less than 8 400 tons is at the discretion of the engineer. For HMA used in a structural application and with 9 a total project quantity less than 800 tons but more than 400 tons, a minimum of one ' 10 acceptance test shall be performed: 11 i. If test results are found to be within specification requirements, additional testing 12 will be at the engineers discretion. 13 ii. If test results are found not to be within specification requirements, additional , 14 testing as needed to determine a CPF shall be performed. 15 16 5- 04.3(8)A5 Test Results , 17 (January 16, 2014 APWA GSP) 18 19 The first paragraph of this section is deleted. , 20 21 5- 04.3(8)A6 Test Methods 22 (January 16, 2014 APWA GSP) 23 24 Delete this section and replace it with the following: 25 26 Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, ' 27 compliance of Va will be use WSDOT Standard Operating Procedure SOP 731, Testing for 28 compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for 29 compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. ' 30 5a34.3(8)A7 Test Section — HMA Mixtures 32 (March 10, 2010 APWA GSP) 33 34 Delete this section. 35 '36 5- 04.3(13) Surface Smoothness 37 38 (January 5, 2004) 39 The completed surface of the wearing course shall not vary more than 1/4 inch from 40 the lower edge of a 10 -foot straightedge placed on the surface parallel to centerline. 41 ' 42 5- 04.3(14) Planing Bituminous Pavement 43 44 (January 5, 2004) , 45 The Contractor shall perform the planing operations no more than * ** three (3) * ** 46 calendar days ahead of the time the planed area is to be paved with HMA, unless 47 otherwise allowed by the Engineer in writing. 48 S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 70 March 2014 r r 1 5- 04.3(16) Weather Limitations r3 2 The first sentence of Section 5- 04.3(16) is revised to read: 4 (August 3, 2009 WSDOT GSP) 5 HMA for wearing course shall not be placed on any travelled way from October 15th 6 and through March 31s' of the following year without written approval from the 7 Engineer. 8 10 5- 04.3(22) Temporary Pavement 11 Section 5- 04.3(22) is added: r 12 13 Temporary pavement is required to open areas to traffic during construction. These 14 areas include the voids created by the removal of existing curbing, paving over 15 excavated roadway and utility trenches to provide paved access to private properties, 16 and ramps for property access during cement concrete_ approach construction. 17 Temporary pavement shall be hot mix asphalt concrete pavement. All temporary r19 18 paving shall be placed with a minimum thickness of 2 inches. All temporary paving shall be approved by the Engineer before placement. Any areas of temporary 20 pavement to be removed and replaced shall be approved by the Engineer before 21 placement. This work shall also include the removal of the temporary pavement prior r 22 to paving of final asphalt concrete pavement. 23 24 Temporary Pavement, Hot mix asphalt will be used for any trench restoration within the 25 traveled way. Whether temporary or permanent, saw cut and treat edges with CSS -1 ' 26 asphalt emulsion and apply a minimum 3 -inch pavement depth or match existing, 27 whichever is greater. Also, fill voids created by the removal of existing traffic islands 28 and curbing, paving over excavated roadway to temporary access to adjacent 29 properties, and ramps for property access during concrete approach construction.' 30 31 Temporary Pavement, cold mix asphalt is allowed for any temporary paving outside the r 32 traveled way. The cold mix shall be approved by the Engineer and placed in a 2 -inch 33 minimum thickness. Placement of temporary pavement without prior approval of the 34 Engineer shall be considered as a benefit of the Contractor and no cost to the owner. 35 Any areas of temporary pavement to be removed and replaced require prior approval 36 by the Engineer. This work shall include the removal of the temporary pavement prior 37 to paving of final asphalt concrete pavement. 38 r 39 5 -04.4 Measurement 40 Section 5 -04.4 is supplemented with the following: 42 Planing bituminous pavement will be measured by the square yard. 43 44 Temporary pavement will be measured by the ton of material actually placed, with no r 45 deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or 46 any other component of the mixture. 47 ' 48 HMA Cl. % In. PG 64 -22 will be measured by the ton. 49 50 (September 5, 2006 INSDOT GSP) r S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 71 March 2014 r I No specific unit of measurement will apply to the calculated item of asphalt cost price 2 3 adjustment. , 4 5-04.5 Payment 5 Section 5 -04.5 is supplemented with the following: 7 8 "Planing Bituminous Pavement', per square yard. 9 The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full 10 payment for all costs incurred to perform the Work described in Section 5- 04.3(14). 11 12 "Temporary Pavement ", per ton. 13 ' 14 "HMA Cl. 1/2 In. PG 64 -22 ", per ton. 15 The unit Contract price shall be full compensation for all costs incurred to carry out the 16 requirements of Section 5 -04 except for those costs included in other; items which are ' 17 included in this Subsection and which are included in the Proposal. 18 19 (August 5, 2013) , _20 Asphalt Cost Price Adjustment 21 The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a 22 payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will 23 be applied to partial payments made according to Section 1 -09.9 for the following bid items , 24 when they are included in the proposal: 25 26 °HMA Cl. — PG _" ' 27 "HMA for Approach CL PG , 28 " HMA for Preleveling CI. _ PG 29 "HMA for Pavement Repair CI. _ PG 30 "Commercial HMA" 31 32 The adjustment is not a guarantee of full compensation for changes in the cost of asphalt ' 33 binder. The Contracting Agency does not guarantee that asphalt binder will be available at 34 the reference cost. 35 36 The Contracting Agency will establish the asphalt binder reference; cost twice each month 37 and post the information on the Agency website at: 38 39 http: / /www.wsdot.wa.gov /Business/ Construction /EscalationClauses.htm , 40 The reference cost will be determined using posted prices furnished by Poten & Partners, 41 Inc. If the selected price source ceases to be available for any reason, then the 42 Contracting Agency will select a substitute price source to establish the reference cost. , li 43 44 The base cost established for this contract is the reference cost posted on the Agency 45 website for the period immediately preceding the bid opening date. 46 , 47 Adjustments will be based on the most current reference cost for Western Washington or 48 Eastern Washington as posted on the Agency website, depending on where the work is 49 performed. For work completed after all authorized working days are used, the adjustment ' S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 72 March 2014 1 will be based on the posted reference cost during which contract time was exhausted. The 2 3 adjustment will be calculated as follows: 4 No adjustment will be made if the reference cost is within 5% of the base cost. 5 6 if the reference cost is greater than or equal to 105% of the base cost, then 7 Adjustment = (Current Reference Cost - (1.05 x Base Cost)) x (Q x 0.056). 8 9 If the reference cost is less than or equal to 95% of the base cost, then ' 10 Adjustment = (Current Reference Cost - (0.95 x Base Cost)) x (Q x 0.056). 11 - 12 13 Where Q = total tons of all classes of HMApaid in the current month's progress payment. 14 "Asphalt Cost Price Adjustment", by calculation: 15 ' 16 "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. 17 For the purpose of providing a common proposal for all bidders, • the Contracting Agency 18 has entered an amount in the proposal to become a part of the total bid by the Contractor: 19 20 5- 04.5(1)A Price Adjustments for Quality of HMA Mixture 21 (March 10, 2010 APWA GSP) 22 23 Delete the first paragraph and table and replaced them with the following: 24 25 Statistical analysis of quality of gradation and asphalt content will be performed based on 26 Section 1 -06.2 using the following price adjustment factors: 27 28 Table of Price Adjustment Factors ' 29 . Constituent Factor "f' 30 All aggregate passing: 1 Y2 ", 1 ", $/ ", 31 Y2 ", 3/8" and No. 4 sieves 2 32 All aggregate passing No. 8 15 33 All aggregate passing No. 200 sieve 20 34 Asphalt binder 52 ' 35 36 Delete items 1 -3 in Paragraph two and replaced with the following: 37 38 A pay factor will be calculated for sieves listed in Section 9- 03.8(7) for the class of HMA ' 39 and for the asphalt binder. 40 41 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical 42 Evaluation and having all constituents falling within the tolerance limits of the job mix 43 formula shall be accepted at the unit contract price with no further evaluation. When 44 one or more constituents fall outside the nonstatistical acceptance tolerance limits in 45 Section 9- 03.8(7), the lot shall be evaluated in accordance with Section 1 -06.2 to r 46 determine the appropriate CPF. The nonstatistical tolerance limits will be used in the 47 calculation of the CPF and the maximum CPF shall be 1.00. When less than three 48 sublots exist, backup samples of the existing sublots or samples from the street shall 49 be tested to provide a minimum of three sets of results for evaluation. 50 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 73 March 2014 1 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial , 2 3 - Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When ' 4 one or more constituents fall outside the commercial acceptance tolerance limits in 5 Section 9- 03.8(7), the lot shall be evaluated to determine the appropriate CPF. The 6 commercial tolerance limits will be used in the calculation of the CPF and the 7 maximum CPF shall be 1.00. When less than three sublots exist, backup samples of 8 the existing sublots or samples from the street shall be tested to provide a minimum 9 of three sets of results for evaluation. 10 , 11 For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the 12 calculated CPF is less than 1.00, a Nonconforming Mix factor (NCMF) will be determined. 13 The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. , 14 The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, 15 the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. 16 '17 If a constituent is not measured in accordance with these Specifications, its individual pay 18 factor will be considered 1.00 in calculating the -composite pay factor. 19 5- 04.5(1)6 Price Adjustments for Quality of HMA Compaction '20 21 (January 16, 2014 APWA GSP) 22 23 Delete this section and replace it with the following: ' 24 25 26 The maximum CPF of a compaction lot is 1.00. '27 For each compaction lot of . HMA when the CPF is less than 1.00, a Nonconforming 28 Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of 29 CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated , 30 as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price 31 per ton of the mix. 32 33 34 END OF DIVISION FIVE 35 36 , S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 74 March 2014 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault i Special Provisions RFB# 14 -105 Page 75 March 2014 I Division 7 ' 2 3 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits 4 5 6 7 -04 Storm Sewers 7 7-04.2 Materials 8 9 Section 7 -04.2 is supplemented with the following: 11 Storm sewer used in this project includes reinforced concrete storm sewer pipe as called for in ' 12 the Contract Plans. Pipe material, gaskets, and couplings shall be in accordance with applicable 13 - sections of the Standard Specifications and as modified in these special provisions. 14 15 The Contractor shall require the pipe suppliers to furnish certificates signed by their authorized ' 16 representatives stating the specifications to which the materials or products were manufactured. 17 Certificates indicating non- conformance with these Specifications shall be sufficient evidence for 18 19 rejection, 20 Approval of certificates shall be considered only as tentative acceptance of the materials or 21 products, and such action by the Engineer will not relieve the Contractor of its responsibility to 22 perform field tests and to replace or repair faulty materials, equipment, and /or workmanship. 23 24 Ductile iron storm sewer pipe shall conform to the requirements of 9- 05.13 25 26 7 -04.3 Construction Requirements 27 Section 7 -04.3 is supplemented with the following: 28 29 * * * * * *), 30 Pipe Fittings: ' 31 32 All fittings shall be of the same material and class as the pipe. 33 Pipe Joints: 34 All concrete pipe joints shall be rubber gasketed. 35 36 Existing storm sewer facilities: 37 The Contractor shall field verify the location of existing storm sewer facilities. '38 39 7- 04.3(1) Cleaning and Testing 40 Section 7- 04.3(1) is supplemented with the following: '41 42 43 Cleaning and testing of storm sewer pipe shall be in accordance with Section 7- 04.3(1) of 44 the Standard Specifications, except as modified herein: 45 46 Prior to testing, the storm sewers will be inspected by the Engineer. Any departures from 47 the best construction practices, such as pipe line misalignment, presence of foreign matter ' 48 in the pipes or catch basins, poor catch basin construction, etc., shall be corrected by the 49 Contractor at the Contractor's own expense. Testing will not be authorized until such 50 corrections have been made. ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault i Special Provisions RFB# 14 -105 Page 75 March 2014 4 2 3 Should high groundwater conditions be encountered, the completed storm sewers may be required to be infiltration tested. Infiltration testing shall be utilized only when ordered by the 4 Engineer. 5 6 7- 04.3(2) Coordination with Utility Companies , 7 Section 7- 04.3(2) is added: 8 9 10 It is anticipated that minor vertical adjustments will need to be made by the utility 11 companies to avoid the proposed storm drainage system. Known relocations have been 12 shown on the Plans to be performed "by others ". The Contractor shall identify any _13 additional utility crossings that may conflict with the storm drainage system. ' 14 15 The Contractor is responsible for coordinating anticipated relocation work with the 16 respective utility companies. This coordination shall include contacting the utility company ' 17 representative listed in Section 1- 05.14(A) of these Special Provisions at least fifteen (15) 18 working days prior to installing storm drain pipe that may conflict with the utility companies' 19 respective facilities; and coordinating the construction of the storm drainage system with 20 the respective utility construction crews. ' 21 22 Coordination with utility companies shall be considered incidental to the Contract and no 23 additional compensation will be made. ' 24 25 26 7 -04.4 Measurement Section 7 is supplemented with the following: -04.4 28 Cl. V Reinf. Conc. Storm Sewer Pipe 12 In. Diam. will be measured per linear foot. 29 30 Testing Storm Sewer Pipe will not be measured as it shall be incidental to the cost of the storm 31 sewer pipe. , 32 33 7 -04.5 Payment 34 Section 7 -04.5 is supplemented with the following: 36 "Cl. V Reinf. Conc. Storm Sewer Pipe 12 In. Diam. ", per linear foot. 37 ' 38 The unit contract price per linear foot of storm sewer pipe of the kind and size specified 'shall be 39 full pay for furnishing all labor, tools, equipment, and materials necessary for its complete 40 installation, including dewatering (if required), laying pipe, testing the pipe, locating tracer wire, t 41 connection to new or existing storm sewers or drainage structures, appurtenances such as tees, 42 pipe collars, and other items, or structures, surface restoration, haul and disposal of trench 43 material to be wasted including unsuitable material, cleaning and testing costs related to ' 44 maintaining existing drainage system during construction or to provide temporary drainage 45 systems. The cost of adjusting location, inverts, securing new and existing storm sewers or 46 structures, where shown on the Plans, shall be incidental to the other various bid items in the 47 Contract and no further compensation will be made. ' 48 S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 76 March 2014 1 The lump sum cost shall be full pay for furnishing all labor, tools, equipment, and materials 2 necessary to complete the storm sewer connection according to the Plans and Specifications, 3 including all shoring, temporary pipe connections, fittings, cleanout, and concrete. 4 5 7 -05 Manholes, Inlets, Catch Basins, and Drywells 6 7 7 -05.1 Description 8 Section 7 -05.1 is supplemented with the following: 9 11 In the first paragraph, replace "Standard Plans" with "City of Federal Way Standard Drawings ". ' 12 13 7 -05.3 Construction Requirements 14 Section 7 -05.3 is supplemented with the following: 15 17 Backfill around catch basins shall be compacted by mechanical tampers in accordance with 18 Section 2- 03.3(14)C "Method B" of the Standard Specifications. 19 20 Catch basin cover frames shall be installed on precast rings or as directed by the Engineer. All 21 22 bricks shall be installed with full mortar coverage and shall be plastered to a depth of 3/4 inch on the outer surface. Catch basin covers shall be adjusted to the elevation shown in the plans or 23 as designated by the Engineer. 24 ' 25 A locking vaned grate and associated frame shall be installed on manholes and catch basins 26 located where they will accept runoff. Bi- directional locking vaned grates shall be installed at all 27 roadway sag locations and at low points along curb returns. All existing grates to be replaced 28 shall become the property of the City of Federal Way and shall be delivered to a location ' 29 specified by the Engineer. (Reference City of Federal Way Standard Drawings No. 4-10 for 30 standard vaned grate and 4 -6 for standard frame). All structures not receiving surface runoff 31 shall include round solid locking lids; except rectangular solid locking lids shall be used where 32 directed by the Engineer. Catch basins shall include conversion risers per plan detail to 33 accommodate round lids where indicated in the plans or directed by the Engineer. All structures, 34 new or existing, located within the proposed wheel path shall utilize heavy duty round solid 35 locking lids: 36 37 A solid locking manhole cover and associated frame shall be installed on manholes and catch 38 basins where they will not accept concentrated runoff and are not located where a heavy duty 39 lid is specified. (Reference City of Federal Way Standard Drawings No. 4 -12 for solid cover and 40 4 -13 for standard frame). -41 42 7- 05.3(1) Adjusting Manholes, Valves and Catch Basins to Grade 43 Section 7- 05.3(1) is supplemented with the following: 44 45 46 Manholes, valves, catch basins, and other structures shall not be adjusted to final grade 47 until the adjacent pavement is completed, at which time the center of each structure shall 48 be carefully relocated from references previously established by the Contractor. The 49 asphalt concrete pavement shall be removed to a neat circular shape for manholes and a 50 neat rectangular shape for catch basins in accordance with City Standard Drawing 3 -55. ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 77 March 2014 1 1 1 The edge of the cut shall be 1.5 feet from the outside edge of the cast iron frame of the 2 3 structure. The base materials and crushed rock shall be removed. The manhole and catch basin frames shall be lifted and reset to the final grade, plumb to the roadway, and shall ' 4 remain operational and accessible. . Pavement shall be Commercial HMA placed in 5 accordance with City Standard Drawing 3 -55. 6 7 The Contractor shall adjust the manholes and catch basins with pre -cast grade rings and 8 mortar, or with rubber adjustment riser as required. Metal adjustment rings shall not be 9 used. If more than three grade rings are required to adjust a manhole to final grade, 10 including existing grade rings, the Contractor shall remove the existing cone section, install 11 a pre -cast manhole section of sufficient height to limit the number of grade rings to a 12 maximum of three, and reinstall the cone section prior to paving operations. Cover and 13 grate frames shall be secured to structure permanently. , 14 15 The edges of the removed asphalt pavement, and the outer edge of the reset frame shalt 16 be painted with asphalt for tack coat. Commercial Hot Mix Asphalt top course shall then be 17 placed and properly compacted to finished grade. The Hot Mix Asphalt (HMA) top course 18 shall meet the requirements of Section 5 -04 of the Standard Specifications. The joint 19 between the patch and existing pavement shall -then be painted with asphalt for tack coat 20 and immediately covered with dry paving sand before the asphalt for tack coat solidifies. 21 22 Junction boxes shall be adjusted to the final grade of surrounding finished surface. 23 Conduits and wiring entering the junction box shall be sufficiently exposed to allow the box 24 to be adjusted. 25 26 7- 05.3(2) Abandon Existing Manholes i 27 Section 7- 05.3(2) is supplemented with the following: 28 29 The requirements of this section shall also apply to abandoning existing catch basins. i 30 Abandonment of existing catch basins shall be conducted in such a manner to prevent 31 damage to surrounding facilities including any existing storm drainage, sanitary sewer, 32 electrical conduits or other facilities to remain. All remaining facilities including storm 33 drainage, sanitary sewer and electrical conduits damaged due to the Contractors 34 operations shall be replaced by the Contractor to the satisfaction of the Engineer at no 35 additional cost to the Contracting Agency. 36 37 Backfilling of catch basins to be abandoned and replaced shall not be performed until the 38 new catch basin is installed in accordance with Section 7 -05 of the Standard Specifications 39 as modified by amendment or special provision. All labor and equipment required to backfill i 40 the catch basins shall be considered incidental to the construction and installation of the 41 storm drain and catch basin. Backfilling of catch basins to be abandoned shall be done with 42 "Gravel Borrow for Trench Backfill Incl. Haul' and paid for per the unit contract price. i 43 44 7- 05.3(3) Connections to Existing Manholes 45 Section 7- 05.3(3) is supplemented with the following: 46 47 ( * * *) 48 The requirements of this section shall also apply to connections to existing catch basins. i S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 78 March 2014 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 . Water Quality Vault Page 79 March 2014 1 2 7- 05.3(9) Connection to Existing Pipe 3 4 Section 7-05.3(9) is added: 5 The contractor shall connect (or reconnect) existing pipes to the new manholes or catch ' 6 basins without disturbing flow from upstream or downstream locations. 7 All costs associated with this work shall be included in the unit contract prices for the 8 related items of work, where the related items of work are defined as the closest drainage 1 9 item for which a pay item is provided. 10 11 7 -05.4 Measurement ' 12 Section 7 -05.4 is supplemented with the following: 13 15 Catch Basin Type 2 54 In. Diam. will be. measured per each: ' 16 17 Connections to Existing Drainage Structures will be measured per each. ' 18 19 Replace Existing Grate with Vaned Grate will be measured per each. 20 21 7 -05.5 Payment 22 Section 7 -05.5 is supplemented with the following: 23 24 * * *. * * ) 25 "Catch Basin Type 2 54 In. Diam. ", per each. ' 26 27 "Connection to Existing Drainage Structure ", per each. ' 28 29 "Replace Existing Grate with Vaned Grate ", per each 30 The unit contract price per each for the items listed shall be full pay for furnishing all labor, tools, 31 equipment, and materials necessary to complete each unit according to the Plans and ' 32 Specifications. This includes all pavement removal and disposal, excavation, dewatering (if 33 required), connections to existing pipe, foundation material, bedding, backfill, compaction, 34 surface restoration, testing, and furnishing and placing of all accessories such as cast iron rings, 35 traps, steps, grating, orifice plates, gate valves, flanges, 'structure conversion risers, and other 36 items. 37 ' 38 7 -07 Cleaning Existing Drainage Structures 39 7 -07.4 Measurement 40 41 Section 7 -07.4 is supplemented with the following: 9 42 43 No specific unit of measurement will apply for the lump sum item of cleaning existing drainage p pp Y P 9 9 9 ' 44 structures. 45 46 7 -07.5 Payment 47 Section 7 -07.5 is supplemented with the following: 48 49 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 . Water Quality Vault Page 79 March 2014 2 3 "Cleaning Existing Drainage Structure ", lump sum. ' 4 7 -08 General Pipe Installation Requirements 5 7 -08.1 Description 6 Section 7 -08.1 is replaced with the following: 7 8 * * * * * *) 9 Pipe shall be installed in accordance with the manufacturer's printed specifications and 10 instructions and to the standards of AWWA for installing the type of pipe used. The Contractor 11 shall provide all tools and equipment, including any special tools required for installing each 12 particular type of pipe and appurtenance used. ' 13 14 Short lengths of pipe supplied by the manufacturer shall be used whenever possible to provide 15 the proper spacing of valves, tees or special fittings. , 16 17 7-08.2 Materials 18 Section 7 -08.1 is replaced with the following: ' 19 21 Materials shall meet the requirements of the following Sections: 22 23 Pipe and Fittings 9 -30.1, 9 -30.2 24 Concrete Thrust Blocking 6 -02.2 25 Blowoff Assemblies 9- 301, 9 -30.2, 9-30.3,9-30.6 , 26 Steel Casing for Boring, Jacking and Direct Burial 9- 30.8(1) 27 28 7 -08.3 Construction Requirements 29 Section 7 -08.3 is supplemented with the following: 30 31 32 The Contractor may encounter groundwater in trench excavation depending on trench depth. 33 The 'Contractor shall not dewater the excavation with wells or well points but shall keep the 34 excavated trench free of water during pipe installation. This may done with sheet piling and 35 pumping within the excavation. The Contractor shall assess the situation and develop a plan to , 36 accommodate construction in groundwater. The Contractor shall be solely responsible for this 37 groundwater/trench excavation control plan. All costs related to trench dewatering shall be 38 included in the related items of work. , 39 40 41 7- 08.3(3) Backfilling Section 7- 08.3(3) is supplemented with the following: , 42 43 44 Initial backfilling shall be performed only after inspection and approval of the installed pipe. 45 Backfill shall be accomplished in such a manner that the pipe shall not be damaged by 46 impact or overloading. 47 ' S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 80 March 2014 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14-105 Water Quality Vault Page 81 March 2014 1 All backfill for pipe trenches shall be mechanically compacted by a power operated ' 2 3 mechanical tamper(s) as specified in Sections 7- 08.3(3) of the Standard Specifications or other mechanical compaction device approved by the Engineer. 4 5 if there is an excess of acceptable backfill material obtained from trench excavation at one 6 location on the project, it shall be used at other locations on the project as directed by the 7 Engineer. The cost of transporting the excess backfill material shall be considered 8 incidental to Structure Excavation Class B Ind Haul. 9 10 Pipes shall not be abandoned and filled where they are needed to convey offsite or project 11 _ stormwater until after the permanent drainage system has been completed and sediment 12 13 generating project activities have been completed. 14 7-08.4 Measurement 1 15 16 Section 7 -08.4 is supplemented with the following; 18 Gravel backfill for pipe zone bedding shall be measured by the cubic yard, including haul, as 19 specified in Section 2 -09. 20 21 7 -08.5 Payment 22 Section 7 -08.5 is supplemented with the following: ' 23 24 * * * * * * ) 25 "Gravel Backfill for Pipe Zone Bedding ", per cubic yard: 26 27 7 -09 Water Mains ' 28 7 -09.1 Description 29 Section 7 -09.1 is replaced with the following: 30 32 The work covered in this Section includes excavating, bedding, and backfilling water mains and 33 appurtenances. The applicable provisions of this Section shall also apply to all excavation and 34 backfill for structures and other appurtenances. 35 36 Water mains shall be constructed at the locations shown on the Plans. 37 ' 38 Where grading is required, such grading as excavation and embankment shall conform to the 39 requirements of Section 2 -03 'Roadway Excavation and Embankment," and rough grading shall ' 40 41 be completed before excavating for the water main trench. 42 ( * * * * * *) 43 This section is supplemented with the following: ' 44 45 This work includes removing the existing water main and capping the remaining water main 46 piping to remain in service during the installation of the stormwater system. This work may 47 include the installation of blind flanges, valves, restrained joints, thrust blocks, and other ' 48 appurtenances as required to isolate the work area. 49 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14-105 Water Quality Vault Page 81 March 2014 1 2 7 -09.2 Materials 3 Section 7 -09.2 is supplemented with the following: ' 4 5 Revise this section to delete any references to steel, polyvinyl chloride (PVC), and Polyethylene 6 pipe. Pipe for water main shall only be ductile iron pipe of the special thickness class as shown 7 in the Plans, and as may be specified in the Special Provisions. 8 10 Materials shall meet the requirements of the following sections: 11 12 Asphalt Concrete Pavement 5 -04.2 13 Cement Concrete Pavement 5 -05.2 14 Aggregates 9 -03 15 16 rf 9 -03.9 3 Crushed Surfacing in 9 O Foundation Material Class A and Class B 9- 03.17 i 17 Foundation Material Class C 9 -03.18 18 Bedding Material for Rigid Pipe 9 -03.22 19 20 This section is supplemented with the following: 21 22 23 All materials for the temporary plugging of the water system shall be as approved by Lakehaven 24 Utility District: 25 26 7 -09.3 Construction Requirements ' 27 28 7- 09.3(1) General 29 Section 7- 09.3(1) is supplemented with the following: ' 30 31 32 All construction within public road rights -of -way shall be in conformance with the 33 requirements of the City, County, or State governmental agency having jurisdiction in which 34 ' the work is performed, as herein specified and as directed by the Engineer. 35 36 All trench excavation required for the installation of water mains and appurtenances shall 37 be unclassified. All material excavated from trenches and piled adjacent to the trench or in 38 39 a roadway or public thoroughfare, shall be piled and maintained so that the toe of the slope of the spoil material is at least two feet (2') from the edge of the trench. It shall be ' 40 piled in a manner to prevent surface water from flowing into the excavation and in a manner 41 that will cause a minimum of inconvenience to public travel. Free access shall be provided 42 to all fire hydrants, water valves and meters; and clearance shall be left to enable the free 43 flow of storm water in all gutters, conduits and natural water courses. 44 45 All public traffic shall be permitted to pass through the Work with as little inconvenience and 46 delay as possible. The Contractor shall keep existing roads and streets adjacent to or 47 within the limits of the Project open to and maintained in a good and safe condition for 48 traffic at all times. The Contractor shall remove any deposits or debris and shall repair any 49 damage resulting from his operations. 50 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 82 March 2014 S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 83 March 2014 1 Construction shall be conducted so as to cause as little inconvenience as possible to 2 abutting property owners. Additionally, convenient access to each facility's driveways and ' 3 buildings along the line of Work shall be maintained at all times. 4 5 Upon completion of rough grading or placing any subsequent layer thereon, the surface of 6 any road bed disturbed shall be brought to a smooth, even condition free of bumps and 7 depression, satisfactory for the use of public traffic. 8 9 Water or any standard method of dust control approved by the Engineer shall be applied as 10 ordered by the Engineer for the alleviation or prevention of dust nuisances. 11 12 13 Roadways, streets and appurtenances, including sidewalks, shall be cleaned at the conclusion of each day's operations and at such other times as deemed necessary by the 14 Engineer to ensure the safety of the traveling and pedestrian public and to prevent 15 inconvenience to the Contracting Agency, the public and owners of private property 16 adjacent to the Project. The Contracting Agency reserves the right to restrict the Contractor 17 to various sites and times of construction during the entire Project. All costs to comply with 18 this Section are incidental to the Contract and are the responsibility of the Contractor. The 19 Contractor shall include all related costs in the unit or lump sum bid prices of the Contract. 20 21 On his /her own responsibility and expense, the Contractor shall provide adequate 22 safeguards, safety devices and protective equipment, and take any other needed actions, ' 23 on his /her own responsibility or as the Engineer may determine reasonably necessary to 24 protect the life, health and safety of the public and to protect property in connection with the 25 performance of the Work covered by the Contract. Where shown on the Plans or otherwise ' 26 directed by the Contracting Agency or City, County or State governmental agency having 27 jurisdiction, the Contractor shall install silt fences meeting the requirements of the Standard 28 Plans where runoff from areas disturbed by construction activities could impact adjacent 29 undisturbed property. All costs to install silt fences are incidental to the Contract and are ' 30 the responsibility of the Contractor. The Contractor shall include all related costs in the unit 31 or lump sum bid prices of the Contract. 32 33 The types of gravel material which shall be used in trenches or other excavations are 34 divided into several classifications. The descriptions of the materials, the locations where 35 they shall be used, and the method for computing pay quantities are set forth in the 36 following Sections and are shown on the Plans and in the Standard Plans. 37 - 38 Garden areas shall not be disturbed until after the end of the growing season. 39 40 The Contractor shall comply with all covenants, requirements and stipulations of easement 41 documents which provide the right of the Contracting Agency to perform the Work on ' 42 private property. 43 44 7- 09.3(1)A Temporary Water Service / Disruption of Water Service (New Section) 45 46 The Contractor shall make reasonable effort to minimize the number and duration of water 47 service disruptions, ' 48 49 Unless specific written acceptance is obtained from property owner(s) and provided in 50 advance for the review by the Contracting Agency, water service to any water system 51 customer affected by a water main shutdown or water service revision shall not be S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 83 March 2014 1 disrupted for more than one ( 1 ) hour between 08:00 and 17:00 each day. The locations of 2 3 water service customers are shown and noted in the Plans. ' 4 The contractor shall coordinate and confirm with the Engineer a minimum of 72 -hours (3 5 business days) in advance of any anticipated water main shut -off, and prepare and hand - 6 deliver the Contracting Agency - furnished notification forms to each affected water service , 7 customer a minimum of 48 -hours prior to such shut -off as may be authorized by the 8 Engineer. Shut -offs shall be controlled by authorized Contracting Agency personnel to 9 ensure minimal service disruption and integrity of the water system. Valve operation on the 10 "live" water main shall be by authorized Contracting Agency personnel only: ' 11 12 For service disruptions in excess of one (1) hour, the Contractor shall either: 13 , 14 Provide temporary water service in accordance with a contractor- prepared plan that has 15 been submitted to and received Engineer's authorization a minimum of 4 business days in 16 advance of such proposed temporary service; or 17 • Perform the work between the hours of 17:00 on a Monday, Tuesday, Wednesday, 18 Thursday or Friday to 08 :00 the following day as coordinated with and confirmed in 19 advance by the Engineer, and subject to the Contractors submitting a request for night work 20 to and receiving approval from the City of Federal for such work. 21 22 The Contractor shall be responsible for complying with such conditions as may be imposed 23 by the City of Federal way under the night work provisions of City Code 19.105.040 as ' 24 administered by the Director of Community Development, and a "Request for Scheduled 25 Overtime Inspection" as administered by the Public Works Department. Fees imposed by 26 the City for overtime inspection will be billed by the City directly to and paid by Lakehaven ' 27 under the right -of -way permit for the project issued by the City Of Federal Way. Work 28 requiring same -day water quality samples will be limited to.Monday through Thursday. 29 '30 Whenever in the course of the Work it becomes necessary to cause a non - scheduled 31 disruption of water service, the Contractor shall be responsible to coordinate and confirm 32 the disruption with the Engineer, and to notify or re- notify the customers directly. 33 ' 34 All costs for conformance with this provision, including coordination, notification, provision 35 of temporary service(s), and /or night and other work as generally and specifically described 36 in this section, shall be incidental to and included in the contract bid prices for water main 37 removal. 38 39 7- 09.3(2) Ungraded Streets/Easement ' 40 Section 7- 09.3(2) is supplemented with the following: 41 42 43 On ungraded streets and easement areas, when grading of a surface area over the 44 proposed trench is not called for in the Project, the depth of trench excavation shall be as 45 shown on the Plans. If the Plans show no profile view, the depth shall be in accordance 46 with the Standard Plan. Where a profile view is shown on the Plans, the Engineer shall 47 field stake the proposed water main providing the depths in accordance with the Plans. 48 49 Where the Plans show the pipe to be laid above the existing ground surface, an ' 50 embankment fill shall be made and compacted to conform with the section shown on the 51 Plans, and the water main trench shall be excavated therein. That portion of the S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 84 March 2014 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 85 March 2014 1 embankment below the bottom of the pipe shall be compacted with rollers or mechanical 2 compactors under controlled moisture conditions as required in Section 2- 03.3(14)C " ". ' 3 Compacting Earth Embankments 4 5 7- 09.3(3) Clearing and Grubbing in Ungraded Streets/Easement Areas 6 Section 7- 09.3(3) is supplemented with the following: 7 9 On ungraded streets and easement areas where clearing and grubbing is not otherwise 10 called for in the Project, the area to be excavated or filled shall be cleared and grubbed by 11 the Contractor. This work shall consist of the removal and disposal of all logs, stumps, ' 12 13 roots, brush, buried logs and other wood products and refuse within five feet (6) of the centerline of the pipe, or as otherwise shown on the Plans. If shown on the Plans, other 14 trees outside the clearing and grubbing limits shall be felled, with the stump left in place. In " 15 this situation, the stump shall be close cut parallel to the ground. No other trees or ' 16 shrubbery shall be cut or removed, except by specific written approval by the Engineer. 17 18 All such material resulting from the clearing and grubbing shall be disposed of by the 19 Contractor and the area cleaned in a neat and workmanlike manner. All such material shall 20 not be stored or otherwise abandoned on adjacent private property or public rights -of way 21 without specific written approval by the Engineer. 22 ' 23 The Contractor shall adequately protect and preserve from damage (destruction and 24 interference with) the use of all property or its appurtenances on or in the vicinity of the 25 construction, the removal or destruction of which is not ordered or provided for under this ' 26 Contract. This applies to trees, monuments, bridges, fences, rockeries and property of all 27 descriptions. Notice shall be given by the Contractor in advance of beginning Work under 28 this Contract to the owner of such items which occupy the right -of -way of the highway, 29 street or easement. Whenever such property is damaged, destroyed, or the use thereof is ' 30 interfered with, due to the operation of the Contractor, it shall be immediately restored to its 31 former condition by the Contractor at his /her own expense. 32 33 The Contractor shall not remove any trees or shrubs without the authorization of the 34 Engineer. The Contractor shall not remove, even temporarily, any trees or shrubs which 35 exist on easements across private property or in parking strips, without first having notified 36 the property owner, or the City, County or State governmental agency having jurisdiction. 37 Serious injuries to trees shall be avoided. 38 ' 39 7- 09.3(4) Removal of Existing Street Improvements 40 Revise Section 7- 09.3(4) with the following: 41 42 ( * * * * * *) ' 43 Removal of existing street improvements including, but not limited to, pavement from 44 roadways and driveways, and sidewalks, curbs and gutters, shall be performed in 45 accordance with the Plans, Standard Plans or as otherwise directed by the City, County or ' 46 State governmental agency having jurisdiction. The Contractor shall remove and dispose 47 of all existing pavement within the trench widths as shown on the Plans and at other 48 49 locations as may be directed, and shall dispose of all waste materials from paving removal at a site selected by the Contractor and approved by the Contracting Agency. Unless 50 otherwise provided for, the Contractor shall conform with the following subsections. 51 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 85 March 2014 1 7- 09.3(4)A Asphalt Concrete, Cement Concrete and Asphalt- Over- Cement 2 3 Pavement New Subsection ' 4 6 Where trenching is performed through paved areas, the hard surface pavements must ' 7 be pre -cut with concrete saws specifically designed for this purpose before pavement 8 removal and before commencing excavation. Mechanical cutters may be used for 9 asphalt concrete pavement removal, and skip- cutting may be used for asphalt concrete 10 pavement removal, but the pavement edge must again be cut using a concrete saw ' 11 prior to repairing the pavement at the Contractor's own expense. 12 13 The pavement shall be cut in neat, straight fines at least six inches (6 ") back from and ' 14 parallel with the anticipated trench wall. Where the remaining pavement would be less 15 than five feet (5') in width, this strip of pavement shall also be removed. The cuts so 16 made shall ensure a minimum of damage to pavement surfaces that will remain. 17 18 No trenching undercutting shall be permitted. Where trenching - operations result in 19 pavement undercutting, or where any pavement is damaged outside the allowable 20 trench widths as shown on the Plans, or where the Contractor fails to protect otherwise 21 acceptable cut edges during trenching and backfilling, the Contractor shall re -cut the 22 pavement six inches (6 ") back from and parallel with the actual trench wall or otherwise 23 make repairs as directed by the City, County or State governmental agency having , 24 jurisdiction, all at the Contractor's own expense. 25 26 The width of all pavement cuts shall be approved by the Engineer before removal of , 27 pavement. 28 29 Cement concrete pavement repair, where shown on the Plans, shall be conducted 30 within the allowable trench widths shown and as directed by the Engineer. Any ' 31 pavement which is damaged outside the trench payment limit lines shall be replaced at 32 the Contractor's expense. The width of all pavement cuts shall be approved by the 33 Engineer before removal of pavement. All pavement cuts shall be continuous and , 34 shall be made with a machine specifically equipped for this purpose. No skip- cutting 35 36 will be allowed. 37 Asphalt- over - cement concrete pavement repair, where shown on the Plans, shall be 38 conducted within the allowable trench widths shown and as directed by the Engineer. I 39 Any pavement which is damaged outside the trench payment lines shall be replaced at ' 40 the Contractor's expense. The width of all pavement cuts shall be approved by the 41 Engineer before removal of pavement. All pavement cuts shall be continuous and 42 shall be made with a machine specifically equipped for this purpose. No skip - cutting 43 will be allowed. , 44 45 The pavement so removed shall be loaded and hauled to waste by the Contractor. 46 , 47 All costs to comply with this Section are incidental to the Contract and are the 48 responsibility of the Contractor. The Contractor shall include all related costs in the 49 unit or lump sum bid prices of the Contract. ' 50 51 S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 86 March 2014 1 7- 09,3(4)B Curbs, Gutters, Sidewalks and Driveway Approaches ' 2 3 New Subsection 4 * * * * ** ( ) 5 A vertical saw cut shall be made in clean, straight, lines parallel with the centerline of 6 the trench, prior to excavation, between sections of any curb, gutter, sidewalk or ' 7 driveway approach that is to remain and the portion that shall be removed. Curbs, 8 gutters, sidewalks and driveway approaches shall be cut and removed at least six 9 inches (6 ") back from the anticipated trench wall. The Contractor shall also remove ' -10 strips of sidewalk and driveway approaches less than three feet (3) wide that result 11 from the cutting and removal work. Wider sections shall also be removed where in the ' 12 13 opinion of the Engineer, the strips remaining would be damaged by the Contractor's operations. The material so removed shall be hauled to waste. 14 15 All costs to comply with this Section are incidental to the Contract and are the ' 16 responsibility of the Contractor. The Contractor shall include all related costs in the 17 - unit or lump sum bid prices of the Contract. 18 19 7- 09.3(4)C Private Driveways, Storm Drains and Other Improvements 20 New Subsection 21 ' 22 23 Mailboxes, private driveways, storm drains, culverts, service pipelines, conduits, 24 cables, wires and other items shall be temporarily removed and replaced or 25 reconstructed where necessary to facilitate construction of the water mains and ' 26 appurtenances. The Contractor shall restore and otherwise reconstruct those items 27 temporarily removed in a manner equal to or better than the original condition. The 28 Contractor shall maintain adequate temporary provisions for domestic mail deliveries, 29 utility service and vehicular access for fire fighting apparatus. Where water main ' 30 construction requires temporary blocking of private driveway access, said disruption 31 shall be for as short a`time as reasonably necessary. Under emergency conditions, 32 the Contractor shall immediately restore vehicular access if circumstances so dictate 33 or as otherwise directed by the Engineer. Vehicular access shall be restored overnight 34 and on weekends and holidays. 35 36 All costs to comply with this Section are incidental to the Contract and are the 37 responsibility of the Contractor. The Contractor shall include all related costs in the 38 unit or lump sum bid prices of the Contract. 39 40 7- 09.3(5) Grade, Depth and Alignment 41 Section 7-09.3(5) is supplemented with the following: 42 43 ( * * * * * *) 44 The Contractor shall verify the locations and establish the depth of existing water mains at 45 the points where connections are to be made prior to trenching for the pipelines. The 46 profile shall be adjusted so neither a high spot nor a low spot is created adjacent to the 47 connection to the existing water mains. - ' 48 49 The depth of trenching for water mains shall be such as to provide a minimum cover of 50 thirty six inches (36 ") over the top of the pipe, or twelve inches (12 ") over all valve nuts, 51 whichever is deeper or as otherwise shown on the Plans. Deeper excavation may be ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RF]3# 14 -105 Water Quality Vault Page 87 March 2014 I I 1 required due to localized breaks in grade, or to install the new main under existing culverts 2 or other utilities where necessary. 3 '4 To provide for future street/road widening, this standard minimum cover shall be measured 5 from the ground surface where the proposed water main is to be located, or the adjacent 6 edge of pavement, whichever provides the lower water main elevation. 7 8 Where the profile of the pipeline and ground surface is shown on the Plans, the pipeline 9 shall be laid to the elevation shown regardless of depth. 10 , 11 7- 09.3(6) Existing Utilities 12 Replace Section 7- 09.3(6) with the following: 13 , 15 In addition to those facilities exposed above the ground surface, certain underground utility 16 facilities exist, both known and of record, and unknown. Existing underground utility ' 17 facilities, where known, are shown on the Plans for convenience only, and the Engineer and 18 Contracting Agency assume no responsibility for proper locations or failure to show utility 19 locations on the Plans. Among others, these utilities include: telephone, telegraph and 20 power lines; natural gas and petroleum product pipelines; , sanitary sewer, storm 21 drain /ditches. and structures and water lines; traffic and street lighting and signing systems. 22 23 The locations of the underground utility facilities shown on the Plans have been provided 24 from available records, and they may fail to indicate the exact location of the underground 25 utility facility. The proposed water system constituting the Work has been designed to 26 minimize the potential conflicts with the existing known underground utility facilities. , 27 28 If the Plans so indicate, certain existing underground utility facilities shall require removing 29 or relocating the underground utility facility by the utility owner before the Contractor begins ' 30 Work. If said utility owner has not done so by the time Work begins, the Contractor shall 31 immediately notify the Engineer and Contracting Agency in writing. 32 33 The Contractor shall advise the Utilities Underground Location Center of the 34 commencement of his /her Work by calling 1- 800 -424 -5555 or 811, providing the proposed 35 construction area and the . proposed schedule of work sequence, so the respective 36 participating utilities may field -mark their underground utility facilities, as provided for in 37 RCW 19.122. The Contractor shall also individually advise those utilities and private 38 parties not participating in said one number locator service. The Contractor shall, by letter 39 and copies thereof, demonstrate to the Contracting Agency his /her efforts to fully inform 40 both the non- participating utilities and private parties and the Utilities Underground Location 41 Center of his /her activities. Furthermore, the Contractor shall demonstrate full cooperation 42 with each utility and private party involved in the Project. The Contractor shall conform to 43 all other provisions of RCW 19.122. , 44 45 As provided for in RCW 19.122, "reasonable accuracy" in field - locating (marking) 46 underground utility facilities means a field mark within twenty -four inches (24 ") of the , 47 outside dimensions of both sides of an underground utility facility. 48 49 The minimum horizontal spacing between water mains and storm drains, gas mains, power ' 50 cable, telephone cable, cable TV and other underground utility facilities, except sanitary 51 sewers, shall be three feet (3`), measured horizontally. The minimum vertical S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 88 March 2014 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 89 Special Provisions RFB# 14 -105 March 2014 1 clearance /spacing between walls of water main pipelines and pipeline /cable /conduits of ' 2 3 other utility facilities, except sanitary sewers, shall be six inches (6 "). The minimum horizontal spacing between water mains and sanitary sewers shall be ten feet (10'), 4 measured horizontally, unless a closer spacing is shown on the Plans, in which case certain 5 pipe protection provisions are shown. for water mains crossing over sanitary sewers, a 6 minimum vertical clearance /spacing between the walls of these pipelines shall be eighteen 7 inches (18"), as measured at the intersection thereof, unless a narrower clearance /spacing 8 is shown on the Plans, in which case certain pipe protection measures shall be shown. If 9 these horizontal spacing and /or vertical, clearance /spacing requirements cannot be met and 10 are not already provided for in the Plans, the Contractor shall immediately notify the 11 Engineer and Contracting Agency in writing. 12 13 Certain alterations in alignment and grade of the proposed water system may be required if 14 an existing underground utility facility, by field- location, is found to occupy that corridor 15 indicated on the Plans to be reserved for construction of the proposed water system, or if ' 16 the standard spacing cannot otherwise be achieved. The Contractor shall do all necessary 17 excavation and potholing to expose such underground utility facilities to prevent damage t o 18 them which may otherwise result from his /her Work. The Contractor shall protect all 19 existing- underground utility facilities from damage resulting from his /her -Work. The ' 20 alignment and grade of the proposed water system shown on the Plans shall only be 21 altered upon the written express approval of the Engineer. 22 ' 23 The Contractor shall also notify those owners of underground utility facilities within close 24 proximity of the proposed water system, within a reasonable period of time prior to 25 construction at a particular location, so said owner and the Contractor can coordinate the ' 26 precautions necessary to facilitate construction of the proposed water system and protect 27 that particular underground utility facility. 28 29 An dams es or disruptions to underground utility facilities resulting from the Contractor's Y 9 p 9 tY 9 30 operation shall be reported to the owner of said underground utility facility and to the 31 Contracting Agency. Repairs to the damaged or disrupted underground utility facility shall 32 _ immediately be made by the owner of said underground utility facility or by the Contractor, ' 33 at the sole discretion of the owner of said underground utility facility. The cost for repairs to 34 damaged or disrupted underground utility facilities shall be borne by the Contractor, unless 35 36 the underground utility facility was not field - marked within "reasonable accuracy" defined by RCW 19.122. 37 38 Whenever existing drainage channels, ditches, culverts, storm drains or structures are ' 39 disturbed, the Contractor shall provide suitable means for diverting and maintaining all 40 flows during construction in that area. After construction has been completed in that area, 41 all channels, ditches, culverts, storm drains or structures shall be returned to their original 42 location and functional use. 43 44 Where the p r oposed water system is in close proximity of existing utili ty poles, the 45 Contractor shall coordinate construction procedures with the owners of the affected utility ' 46 poles. The Contractor shall give to the owners of affected utility poles reasonable advance 47 notice so that the Contractor and owners of affected utility poles can properly protect the 48 integrity of the utility poles by temporarily holding or moving the utility poles during 49 construction of the proposed water system. 50 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 89 Special Provisions RFB# 14 -105 March 2014 1 To efficiently perform his /her Work, the Contractor may request the owner of underground 2 utility facilities to relocate, move, remove or alter their underground utility facilities to 3 attempt to minimize or eliminate conflicts during construction of the proposed water system, ' 4 in ways not otherwise shown on the Plans. The Contractor shall be fully responsible for this 5 activity. 6 '7 Any authorized agent of the Contracting Agency or owners of underground utility facilities 8 may enter the site of the water system construction at any time to repair, rear - range, after 9 or connect their facilities. The Contractor shall cooperate with such efforts and shall avoid 10 creating delays or hindrances to those doing the work. As needed, the Contractor shall ' 11 arrange to coordinate work schedules. 12 13 All utility facilities, including, but not limited to, water main valve boxes, - gas main valve ' 14 boxes, water meter boxes and the like, shall remain accessible and marked by the 15 Contractor at all times during construction. 16 ,17 All costs to comply with this Section are incidental to the Contract and are the responsibility 18 of the Contractor, except as otherwise provided for in RCW 19.122. The Contractor shall 19 include all related costs in the unit or lump sum bid prices of the Contract. 20 ' 21 7- 09.3(7) Trench Excavation 22 Section 7- 09.3(7) is supplemented with the following: 23 , 24 25 26 Existing asbestos cement pipes are located within the project limits at the approximate locations noted on the Plans. The Contractor shall anticipate that the construction of this ' 27 project will require cutting of asbestos pipe and further require the removal and disposal of 28 asbestos cement piper Where noted on the Plans, the Contractor shall remove a section of 29 the existing asbestos water main within the ditch section and replace it with DI pipe as , 30 detailed on the Plans. All work shall be performed in compliance with the requirements of 31 the WAC 296 -65, National Emission Standards for Asbestos, Puget Sound Clean Air 32 Agency, Labor and Industries and all Local, State and Federal Agencies having jurisdiction. 33 ' 34 All excavation performed on this Project shall be considered unclassified. Excavation shall 35 consist of the removal of any and all material encountered, including cutting and removal of 36 existing surfacing, tree stumps, trees, logs, abandoned railroad ties, piling, riprap, etc., and 37 including the cost of sheeting and bracing, if necessary. Excavation limit lines, where 38 applicable, are shown on the Plans. 39 '40 The Contractor shall perform all excavation of every description and of whatever materials 41 encountered to the depth indicated on the Plans. All excavations shall be made by open 42 cut unless otherwise provided for. ` All trenches shall be excavated to true and smooth ' 43 bottom grades and in accordance with the lines given by the Engineer. The trench bottom 44 shall provide uniform bearing and support for each length of pipe. 45 46 Bell holes shall be excavated to the extent necessary to permit accurate work in making 47 and inspecting the joints. The banks of the trenches shall be kept as nearly vertical as soil 48 49 conditions will permit, and where required to control trench width or to protect adjacent structures, the trench shall be sheeted and braced. Trench widths to one foot (1) above ' 50 the top of the pipe shall not exceed thirty inches (30 ") maximum or one and one half (1 1/2) 51 times the outside diameter of the pipe plus eighteen inches (18 "), whichever is greater. S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 90 March 2014 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 91 March 2014 1 Standard excavating equipment shall be adjusted so as to excavate the narrowest trench 2 possible. 3 4 ahead of the i la Trench excavation shall be not more than two hundred feet (200) pipe laying ' g 5 and backfilling operation and all trenches shall be closed up and fully backfrlled, leveled 6 and temporarily patched or graveled at the end of the day. In certain circumstances such 7 as high risk of trench sidewall cave in, paralleling in close proximity with another utility 8 which could slough into the open trench, critical street crossings, etc., this distance shall be 9 shortened accordingly by the Contractor. ' 10 11 The Contractor shall exercise sound engineering and construction practices in excavating ' 12 13 the trench and maintaining it so that no damage will occur to any foundation, structure, pole line, pipeline or other facility because of slough or slopes, or from any other cause. If, as a 14 result of the excavation, there is disturbance of the ground which may endanger other 15 property, the Contractor shall immediately take remedial action. No act, representation or ' 16 instruction of the Engineer or Contracting Agency shall in any way relieve the Contractor 17 from liability for damages or costs that result from trench excavation. 18 19 Care shall be taken not to excavate below the depth specified. Excavation below that 20 depth shall be backfilled with select back-fill material and compacted as specified herein. 21 22 The Contractor shall prevent damage to major tree roots, particularly those equal to or 23 larger than two inches (2 ") in diameter. 24 25 7- 09.3(7)A Dewatering of Trench_ 26 Subsection 7- 09.3(7)A is supplemented with the following: 27 28 ( * * * * * *) 29 Where water is encountered in the trench and other excavations for structures, it shall 30 be removed during pipe laying and backfilling operations and the trench and /or 31 excavation so maintained until the ends of the pipe are sealed and provisions are 32 made to prevent floating of the pipe, or the structure is placed or constructed and ' 33 provisions are made to prevent it from floating. Trench water or other dele- terious 34 materials shall not be allowed to enter the pipe at any time. 35 36 The Contractor shall furnish all equipment necessary to dewater the excavation and 37 shall dispose of the water in such a manner as not to cause a nuisance or menace to 38 the public. The dewatering system shall be installed and operated by the Contractor ' 39 so that the groundwater level outside the excavation is not reduced to the extent that 40 adjacent structures or property are endangered or damaged. The release of ground- 41 water to its static level shall be performed in such a manner as to maintain the 42 undisturbed state of the natural foundation soil, prevent disturbances of backfill and ' 43 prevent movement of structures and pipelines. 44 45 7- 09.3(7)B Rock Excavation 46 Subsection 7-09.3(7)B is supplemented with the following: 9 47 * * « * * *) ' 48 49 ( Rock excavation shall cover the removal and disposal of rock that requires systematic 50 drilling and blasting for its removal, and also boulders exceeding two (2) cubic yards in S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 91 March 2014 1 volume. Ledge rock, boulders or stones shall be removed to provide a minimum 2 3 clearance of four inches (4 ") under the pipe. '4 Hardpan, hard clay, glacial till, sandstone, silt stone, shale or other sedimentary rocks 5 which are soft, weathered or extensively fissured will not be classified as rock 6 excavation, even though it may be advantageous to use explosives in its removal. 7 Rock is defined as one which has a modulus of elasticity of more than 200,000 psi or 8 unconfined compressive strength at field moisture content of more than 2,000 psi. 9 10 Materials removed shall be replaced with selected native materials from adjacent 11 trenches or from imported bedding or backfill as designated by the Engineer. 12 13 It is anticipated that solid rock will not be encountered. When such material is N 14 anticipated to be encountered, it will be paid for through an established bid item. 15 16 7- 09.3(7)C Extra Trench Excavation ' 17 Subsection 7- 09.3(7)C is supplemented with the following: 18 20 Changes in grades of the water main from those shown on the Plans may be 21 necessary because of unplotted utilities or for other reasons. If, in the opinion of the 22 Engineer, it is necessary to adjust, correct, relocate or in any way change the line and 23 grade, such changes shall be made by the Contractor as specified herein. ' 24 25 When pipeline grade is lowered in excess of one foot (1) below the grade indicated on 26 the Plans, the Contractor shall make extra excavation as necessary. 27 28 When the pipeline horizontal alignment is changed by more than one foot (1) from the 29 line indicated on the Plans, after the trench has been excavated, the Contractor shall 30 excavate the trench at the changed location and backfill and compact the previous ' 31 trench. 32 33 Additional excavation so required will be classified as extra trench excavation. ' 34 35 Any additional width made in excess of the designated payment width of the trench by 36 the Contractor shall be backfilled as specified herein for backfilling within the payment ' 37 limit lines. 38 39 7- 09.3(7)D Trench Safety System ' 40 New Subsection 41 43 All shoring and bracing or sheeting required to perform and protect the excavation and 44 to safeguard the personnel who may enter the trench shall be furnished by the 45 Contractor and shall conform to the structural shoring specifications in Section 2- 46 09.3(3)D Shoring and Cofferdams: , 47 4$ If workers enter any trench o r other e x ca vation four f ee t 4 or more in depth that does 49 not meet the open pit requirements, it shall be shored. The open pit requirements are: , 50 51 1. Footings can be placed in dry material away from running water. S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 92 March 2014 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 93 March 2014 1 2 3 2. The integrity of the completed structure and its surroundings is not reduced. 4 3. Worker safety is ensured as required bylaw. 5 6 4. The excavation does not disturb the existing pavement or any other adjacent 7 facilities. 8 9 The Contractor alone shall be responsible for worker safety, and the Contracting 10 Agency assumes no responsibility therefore. 11 ' 12 13 Upon completing the Work, the Contractor shall remove all shoring, unless the Plans show or the Engineer directs otherwise. 14 15 The Contractor is advised that the Contracting Agency has not so delegated, and the 16 Engineer does not purport to be, a trench excavation system safety expert, is not so 17 engaged in that capacity under this Contract, and has neither the authority nor the 18 responsibility to enforce construction safety laws, rules, regulations; or procedures, or 19 to order the suspension of work for claimed violations of trench excavation safety. ' 20 21 The furnishing by the Contracting Agency of resident project representation and 22 inspection shall not make the Contracting Agency responsible for the enforcement of ' 23 such laws, rules, regulations, or procedures, nor shall such make the Contracting 24 Agency responsible for construction means, methods, techniques, sequences, 25 procedures, or for the Contractor's failure to properly perform the Work necessary for ' 26 proper trench excavation safety. 27 28 Pursuant to Substitute. Senate House Bill No. 6670, the Contractor is advised of the ' 29 following addition to Chapter 39.04 RCW, pertaining to Public Works: 30 31 "On public works projects in which trench excavation will exceed a depth of four 32 feet (4'), any contract therefore shall require adequate safety systems for the trench 33 excavation that meet the requirements of the Washington Industrial Safety and Health 34 Act, Chapter 49.17 RCW. This requirement shall be included in the cost estimates and 35 bidding forms as a separate line item. The costs of trench safety systems shall not be 36 considered as incidental to any other contract item and any attempt to include the 37 trench safety systems as an incidental cost is prohibited." 38 ' 39 7.09.3(8) Removal and Replacement of Unsuitable Materials 40 Section 7- 09.3(8) is supplemented with the following: 41 42 ( * * * * * *) ' 43 When so directed by the Engineer, excavation shall be extended below the structure or 44 pipeline grades to permit the placing of foundation gravel. 45 46 Whenever in excavating a trench for water mains the bottom of the trench exposes peat, 47 soft clay, quicksand or other unsuitable foundation material, such material shall be removed 48 to the depth directed by the Engineer and backfilled with foundation material. When ' 49 determined by the Engineer that silty soils or fine, sandy soils are encountered, Class C 50 foundation material will be required. Silty soils or fine, sandy soils usually flow in the 51 presence of a stream of water. When determined by the Engineer that clays, peats or other ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 93 March 2014 1 1 1 soft materials are encountered that become saturated with water, but do not break down 2 into fine particles and flow, Class A or Class B foundation material will be required. 3 ' 4 Material removed from the trench that is unsuitable for backfill shall be removed, loaded, 5 hauled to and disposed of at a waste site selected by the Contractor and approved by the 6 Contracting Agency, at no additional expense to the Contracting Agency. The Contractor , 7 shall protect the Contracting Agency from any and all damages that may arise from 8 disposal of waste materials. Reclamation of the waste sites shall conform to the laws and 9 regulations of the City, County, State and Federal governmental agency(ies) having 10 jurisdiction. ' 11 12 All unsuitable material shall be loaded directly into trucks and hauled to the waste site 13 selected by the Contractor and approved by the Contracting Agency. Stockpiling of ' 14 unsuitable material at the Project site will not be allowed. 15 16 7- 09.3(9) Bedding the Pipe ' - 17 18 7- 09.3(9)A Rigid Pipe 19 New Subsection , 20 22 For the purposes of this project, pipe zone bedding and backfill material meeting the 23 requirements of Section 9- 03.9(3) shall be placed under the haunches of the pipe and ' 24 to a depth of at least six inches (6 ") over the top of the pipe. Bedding material for pipe 25 zone bedding shall be place to the depths shown in the Standard Plans. The bedding 26 material shall be rammed and tamped around the pipe to 95 percent of maximum 27 density by the use of shovels or other approved hand held, tools, so as to provide firm 28 and uniform support over the full length of all pipe, valves, and fittings. Care shall be 29 taken to prevent any damage to the pipe or its protective coating. , 30 31 7- 09.3(10) Backfilling Trenches 32 Section 7- 09.3(10) is supplemented with the following: 33 34 ( * * *) 35 When all pipe, fittings, valves, valve boxes and other appurtenances have been properly 36 installed and inspected, the trench shall be backfilled. Prior to backfilling, all form lumber t 37 and debris shall be removed from the trench. Shoring used by the Contractor shall be 38 removed just ahead of the backfilling operation. Backfill up to twelve inches (12 ") over the 39 top of the pipe shall be evenly and carefully placed. 40 41 Materials capable of damaging the pipe or its coating including, but not limited to, large 42 rocks, stumps, logs, brush, broken concrete, frozen dirt clumps, pavement pieces and other 43 deleterious material shall be removed from the backfill material The remainder of the 44 material shall be continually placed from the end of the trench. This method permits even 45 backfilling over the full trench width without freefall of the backfill material. The backfill 46 material shall be compacted as specified hereinafter. ' 47 48 Unless otherwise shown on the Plans or directed by the Engineer, native material 49 excavated from the trenches and excavations shall not be Used as backfill in the trench , 50 section and around structures and special appurtenances. No warranty is expressed nor S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 94 March 2014 I implied that the native excavated material can conform to said compaction requirements, or 2 3 is otherwise suitable for backfill: 4 Backfill above the pipe zone bedding shall be Gravel Borrow meeting the requirements of 5 Section 9- 03.14(1) "Gravel Borrow" furnished by Contractor. 6 7 A minimum three inch (3") sand cushion shall be placed between the water main and 8 existing pipelines, conduits or other facilities when encountered during construction and as 9 directed by the Engineer. This sand shall be incidental to other items of work: ' 10 11 Excavated material for structures and piping shall be loaded, hauled and disposed of in 12 13 accordance with Section 2 -09 Structure Excavation Class B." 14 7- 09.3(11) Compaction of Backfill 15 Section 7- 09.3(11) is supplemented_ with the following: 17 18 Unless the density of the trench backfill within a road right -of way is required to be greater 19 by the City, County or State governmental agency having jurisdiction, the trench backfill 20 material shall be compacted to at least ninety five percent (95 %) of the maximum density 21 as specified in Section 2-03.3(14)D "Compaction and Moisture Control Tests ": '22 23 "Maximum density and optimum moisture for nongranular materials will be determined 24 using WSDOT Test Method No. 609. Maximum density and optimum moisture for granular 25 26 materials will be determined using WSDOT Test Method No. 606. 27 In -place density and moisture content will be determined using the Washington 28 Densometer method or Nuclear Gauge as outlined in the WSDOT Construction Manual," 29 30 The backfill material shall be placed in successive layers not exceeding twelve inches (12 ") 31 in loose thickness, and each layer shall be mechanically compacted to the density specified 32 herein as the trench is backfilled. 33 34 At locations where paved streets, roadway shoulders, driveways, or sidewalks will be 35 constructed or reconstructed over the trench, the backfill shall be spread in layers and be 36 compacted by mechanical tampers. in such cases, the backfill material shall be placed in 37 successive layers not exceeding six inches (6 ") in loose thickness, and each layer shall be 38 compacted with mechanical tampers to the density specified herein. Mechanical tampers 39 shall be of the impact type as approved by the Engineer. 40 41 The Contractor shall provide the proper size and type of mechanical compaction equipment 42 and select the proper method of utilizing said equipment to attain the required compaction ' 43 density. The thickness of layers and the number of passes shall be adjusted to the extent 44 necessary to attain the required compaction density. Impact compactors shall be operated 45 with the least practical amount of pressure or weight applied, and vibratory compactors 46 shall be operated with no more weight applied than the unsupported weight of the 47 machine's pad and boom, all to achieve the required compaction density without ' 48 49 overloading the pipe or structure. 50 Moisture content of the backfill material may be adjusted to achieve the required 51 compaction density. This adjustment may be attained by sprinkling the backfill material, or S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 95 March 2014 1 by adding and mixing dry backfill material, or by windrowing the backfill material and 2 3, allowing it to dry prior to placement in the trench. 4 The Contracting Agency, at its sole discretion, may p erform co m p act i on tests on the 5 compacted backfill material at any time. Areas to be tested shall be at the direction of the 6 Engineer. The Contractor shall perform all work necessary to allow compaction tests to be 7 conducted. The compaction tests shall be performed by a testing consultant/laboratory 8 selected by the Contracting Agency, and the costs expended for the services of said testing 9 consultant/ laboratory shall be borne by the Contracting Agency. 10 ' 11 The Contractor at his/her sole expense, shall remove and recompact material that does not 12 meet the specked compaction requirements; shall promptly and properly refill, regrade, 13 restore or otherwise repair any trench settlement; and shall otherwise remedy any defects ' 14 that appear in the backfill. Where the required compaction density cannot be achieved on 15 the existing backfill material, the Contractor shall remove and replace said backfill with 16 material able to meet said compaction densities. ' 17 18 7- 09.3(13) Handling of Pipe 19 Revise Section 7- 09.3(13) with the following: , 20 22 All types of pipe shall be handled in a manner that will prevent damage to the pipe, pipe 23 lining or coating. Pipe and fittings shall be loaded and unloaded using hoists and slings in ' 24 a manner to avoid shock or damage, and under no circumstances shall they be dropped, 25 26 skidded or rolled against other pipe. If any part of the coating or lining is damaged, repair thereof shall be made by the Contractor in a manner satisfactory to the Contracting Agency. ' 27 Damaged pipe will be rejected, and the Contractor shall immediately place all damaged 28 pipe apart from the undamaged and shall remove the damaged pipe from the site within 29 twenty four (24) hours. 30 31 Threaded pipe ends shall be protected by couplings or other means until laid. 32 The pipe and fittings shall be inspected for defects and replaced if necessary. '33 -34 35 The interior of all pipe, fittings and other accessories for the new water system that are 36 stockpiled on the project shall be kept free of dirt and other deleterious material at all times. , 37 It is suggested that the Contractor clean and /or swab with a one percent (1 %) hypochlorite 38 solution each length of pipe before it is installed, and the open ends plugged and /or 39 otherwise closed by means of a polyethylene bag or the like, while the pipe remains ' 40 stockpiled prior to installation. Each pipe, fitting or other accessory shall be carefully 41 inspected and thoroughly cleaned of any dirt or deleterious material which might be present 42 on the inside prior to its installation. Such cleaning shall be accomplished prior to lowering 43 the pipe or other accessories into the trench; and after the materials are placed. in the ' 44 trench, care shall be to keep them internally clean. At times when pipe laying is not 45 in progress, the open ends of the pipe shall be closed by a water tight plug or by other 46 means approved by the Contracting Agency to ensure cleanliness inside the pipe. Dirt or ' 47 other deleterious material shall be prevented from entering the pipe or pipe joint during 48 handling or laying operations, and any pipe or fitting that has been installed with dirt or 49 other deleterious material in it shall be removed, cleaned and re -laid. ' 50 S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 96 March 2014 r r 1 The Contractor shall exercise particular care to guard against the entrance of sewage into ' 2 3 the trench during the course of construction. All sanitary sewers and storm drain lines, house side sewers and /or other sub surface drains shall be located prior to excavation for 4 the new water system. Adequate provisions shall be made for maintaining the flow of 5 sewers, drains and other water courses during construction so that these deleterious flows 6 do not enter the trench. 7 8 All costs to comply with this section are incidental to the Contract and are the responsibility 9 of the Contractor. 10 11 7- 09.3(14) Cutting Pipe 12 Section 7- 09.3(14) is supplemented with the following: 13 14 15 Whenever it becomes necessary to cut a length of pipe, the cut shall be made by abrasive ' 16 saw or by special pipe cutter. All pipe ends shall be square with the longitudinal axis of the 17 pipe and shall be reamed or otherwise smoothed so that good connections can be made. 18 Threads shall be cleanly cut. Oxyacetylene torch cutting of ductile iron pipe shall not be ' 19 allowed. 20 21 Flaring of copper tubing shall be accurately and smoothly performed with tools designed ' 22 specifically for this task. 23 24 7- 09.3(15) Laying of Pipe on Curves ' 25 26 7- 09.3(15)A Ductile Iron Pipe 27 Section 7- 09.3(15)A is supplemented with the following: 28 30 Long radius curves, either horizontal or vertical, may be laid with standard pipe by 31 deflecting the joints. if the pipe is shown curved on the Plans and no special fittings 32 are shown, the Contractor can assume that the curves can be made by deflecting the 33 joints with standard lengths of pipe. If shorter lengths are required, the Plans will 34 indicate maximum lengths that can be used. The amount of deflection at each pipe 35 joint when pipe is laid on a horizontal or vertical curve shall not exceed the 36 manufacturer's printed recommended deflections. 37 38 Where field conditions require deflection or curves not anticipated by the Plans, the ' 39 Engineer will determine the methods to be used. No additional payment will be made 40 for laying pipe on curves as shown on the Plans, nor for field changes involving 41 standard lengths of pipe deflected at the joints. When special fittings not shown on the 42 Plans are required to meet field conditions, additional payment will be made for special 43 fittings. 44 45 When rubber gasketed pipe is laid on a curve, the pipe shall be jointed in a straight ' 46 alignment and then deflected to the curved alignment. Trenches shall be made wider 47 on curves for this purpose. 48 49 7- 09.3(16) Cleaning and Assembling Joint 50 Section 7- 09.3(16) is supplemented with the following: ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 97 March 2014 1 1 1 3 Joints shall be "made -up" in accordance with the manufacturer's recommendations. ' 4 Standard joint materials, including rubber ring gaskets shall be furnished with the pipe. 5 Materials shall be suitable for the specified pipe sizes and pressures. 6 7 All joints in the pipe, fittings, valves, flexible couplings, ductile iron sleeves, etc., shall be 8 fully seated with small clearances allowed for pipe expansion. Where flexible couplings 9 and ductile iron sleeves are called for, the space between pipe ends shall not exceed 1/4 10 inch, to prevent pipe movement such as would possibly be caused by the resultant thrust of ' 11 a nearby closed valve. 12 13 When the space between pipe ends is excessive, a short section (1" to 2 ") of pipe may be ' 14 inserted as a spacer ring to limit such pipe movement within the coupling (or sleeve), to 15 obtain the 1/4 inch limitation stipulated herein. 16 ,17 All pipe and fittings shall be cleaned with 50 ppm chlorine solution prior to installation. In 18 addition, the Contractor shall clean and disinfect the existing pipe ends at the point of 19 connection. 20 21 7: 09.3(19) Connections .22 7- 09.3(19)A Connections to Existing Mains '23 24 Revise Section 7- 09.3(19)A with the following: 25 27 The location, type, and size of existing facilities have been determined from available 28 records and are approximate. It is anticipated that connections can be made, in 29 general, as shown on the Plans. It shall be the responsibility of the Contractor to 30 determine the exact location and to ascertain the type and size of the existing facilities 31 prior to starting work on each connection and to provide minor alterations as may be 32 required at no additional cost to the Contracting Agency." , 33 34 No connection to the existing water system shall be made until all provisions for 35 hydrostatic pressure testing as required in Section 7- 09.3(23) "Hydrostatic Pressure 36 Test" and disinfection as required in Section 7- 09.3(24) "Disinfection of Water Mains," , 37 have been met. 38 39 At least one connection to the existing water system shall be made within ninety six 40 (96) consecutive hours of the time that written acceptable results of the most recent 41 bacteriological sampling provided for in Section 7- 09.3(24)W. "Subsequent 42 Bacteriological Sampling" are available. If at least one connection is not made within 43 the specified time period, additional sampling meeting the requirements of Section 7- 44 09.3(24)0. "Repetition of Flushing and Testing" shall be conducted. 45 46 Connections to the existing system shall not be made without first making the 47 necessary arrangements with the Contracting Agency at least twenty four (24) hours in 48 advance. Work shall not be started until all of the materials, equipment and labor 49 necessary to properly complete the work, including that for temporary surface repair, 50 are assembled on the site. When work is once started on a connection, it shall 51 proceed continuously without interruption and as rapidly as possible until completed S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 98 March 2014 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 99 March 2014 1 and under continuous observation by the Contracting Agency. All existing mains shall 2 3 be restored to service overnight, and on weekends and holidays: 4 _ The Contractor shall coordinate his /her work on connections to the existing system 5 with that of the Contracting Agency's maincleaning efforts as provided for in Section 7- 6 09.3(24)X. "Maincleaning." In certain cases, foam rubber cubes used for maincleaning 7 must be inserted into the new system prior to its connection to the existing system. 8 9 If the connection to the existing system involves temporarily discontinuing water ' 10 service to customers, the Contractor shall be responsible for notifying the customers 11 affected by the service interruption, as well as the fire protection authority having 12 jurisdiction, at least twenty four (24) hours, but preferably forty eight (48) hours, in 13 advance of said service interruption. The Contracting Agency shall advise the 14 Contractor as to which customers are affected by the service interruption, and shall 15 provide the forms ( "door hangers ") to be used for said notification efforts.. The 16 Contractor shall fill in the appropriate spaces in said forms. The Engineer may, under 17 certain special circumstances, require this connection work to be performed during 18 times other than normal working hours, at no additional expense to the Contracting ' 19 Agency. 20 21 Valves in the existing system, or between the existing system and the new system, 22 shall be operated only by Contracting Agency personnel or by others under the ' 23 Engineer's specific direction. 24 25 The work anticipated for each connection to the existing system is detailed on the ' 26 Plans. If conditions are subsequently found to differ from those shown on the Plans, 27 revisions to the connections to the existing system must first be approved by the 28 Engineer. ' 29 30 The interior of all pipe and fittings used to make connections to the existing system 31 shall be cleaned of all deleterious material and swabbed and/or sprayed with a clean, 32 one percent (1 %) hypochlorite solution mixed in a clean container, before they are ' 33 installed. If any portion of the new system becomes contaminated during the 34 connection work by the inadvertent entry of ditch water or any other reason, the new 35 36 system shall again be disinfected in accordance with the provisions of Section 7- 09.3(24) "Disinfection of Water Mains" herein set forth, before said connection work is 37 continued. 38 ' 39 When 1) the existing water system is extended with new pipe to connect to 'a new 40 system; 2 the new waters stem has successfully p assed the hydrostatic pressure 41 and disinfection tests; 3 connection is approved b the Contracting Agency; and 4 the pp Y 9 ) 42 length of pipe from the existing water system to the new water system is sixty feet (60') 43 or less, this section of new pipe shall be cleaned of all deleterious material and 44 swabbed and /or sprayed with a clean, one percent (1%) hypochlorite solution before 45 they are installed. If the length of pipe from the existing water system to the new water ' 46 - system is longer than ten feet (10') but no longer than sixty feet (60'), this section of 47 new pipe shall be subject to bacteriological testing as specified in Section 7- 09.3(24) 48 "Disinfection of Water Mains." The Contractor shall install temporary blow off 49 assemblies as necessary to conduct these tests. 50 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 99 March 2014 1 2 3 4 5 6 8 9 10 1.1 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 shall maintain service in the existing facilities at each connection until such time that the connection is actually made. Final connection will be permitted under the supervision of the Contracting Agency after receiving satisfactory water quality tests, and a continuous safe supply of water is available through the new facilities. ' After installation of DI water main crossing, the main shall be put under ressure and 9 p p the Contractor shall contact the Contracting Agency to visually inspect the connection for approval prior to backfilling. The Contractor shall fumish, install and remove all temporary plugs, caps, blowoffs, temporary blocking, and all other items of a temporary nature required to construct the proposed facilities up to the point of connection for the pressure and purity tests. , All pipe and fittings exposed by the excavation for a connection to an existing asbestos cement water main shall be bedded with crushed surfacing top course meeting the ' - requirements of 9- 03.9(3): Where shown on the Plans or directed by the Engineer, and after completion of connection(s) to existing main(s), the Contractor shall excavate and remove any , existing gate valves and other fittings scheduled for abandonment, from the water mains. Where shown on the Plans, gate valves and other fittings removed shall be replaced with blind flange(s). , Where asbestos- cement water main pipe is encountered and removal of a section thereof is required, the Contractor shall comply with all applicable statutes, regulations and requirements for disposal of said removed section of asbestos- cement pipe promulgated by the Puget Sound Air Pollution Control Agency and any other City, County, State or Federal governmental agency having jurisdiction. ' All costs to comply with this Section are incidental to the Contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the unit or lump sum bid prices of the Contract. , 7- 09.3(21) Concrete Thrust Blocking Section 7- 09.3(21) is supplemented with the following: , Concrete thrust blocking, as detailed on the Plans and in the Standard Plans, shall be placed at bends, tees, caps, plugs, crosses and other fittings as required. Concrete used for the blocking shall be poured -in- place and conform to the requirements of Section 6 02.2 "Concrete Structures- Materials." , Concrete blocking shall bear against solid, undisturbed earth at the sides and bottom of the trench excavation. The Contractor shall determine the size to be of sufficient proportions and installed so as to withstand the required test pressure and operating conditions. The ' Contracting Agency reserves the right to require the Contractor to retain the services of a qualified soils engineer to determine adequate thrust blocking size. Blocking shall be placed behind all fittings with unbalanced thrust. Precast blocking or blocking made from timber or other materials shall not be used. S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 100 March 2014 L ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 101 March 2014 1 The Contractor shall not backfill those thrust blocks installed y the Contractor without first I b 2 being observed by the Contracting Agency. 3 4 All fittings shall be protected by a layer of jute, 15- pound building paper, or polyethylene 5 sheeting before placing concrete. Blocking shall be formed so that bolts, joints, gaskets ' 6 and flanges of adjacent joints are clear of the concrete and so that bolts and joints can be 7 dismantled without removing the concrete: 8 9 At caps and plugs where connection to future mains is anticipated, the Contractor shall t 10 provide a precast concrete brick of sufficient dimensions between the fitting surface and the 11 poured in place concrete. 12 13 Concrete thrust blocking shall be in place for at least twenty -four (24) hours prior to the 14 hydrostatic pressure test, to allow the concrete to sufficiently hydrate. 15 16 7-09.3(23) Hydrostatic Pressure Test ( ) H Y 17 Revise Section 7-09.3(23) with the following: ( ) 18 20 All water mains and appurtenances, including, but not limited to, water service connection 21 taps, service saddles, corporation stops and service pipe and fittings, shall be tested in 22 sections of convenient length under a hydrostatic pressure equal to 250 pounds per square ' 23 inch, or 150 pounds per square inch in excess of the normal operating pressure, whichever, 24 is greater. 25 26 Sections to be tested shall normally be limited to 1,500 feet long. The Engineer may 27 require that the first section of pipe, not less than 1,000 feet in length, installed by each of 28 the Contractor's working crews, be tested in order to qualify the crew and the material. 29 Pipe laying shall not be continued more than an additional 1,000 feet until the first section 30 has been tested successfully. 31 32 Prior to requesting the Engineer to witness the "official" pressure test, the Contractor shall ' 33 have all equipment set up, completely ready for operation and shall have successfully 34 performed an acceptable "pretest" to assure that the pipe is in a satisfactory condition. ' 35 36 All costs to comply with this Section are incidental to the Contract and are the responsibility 37 of the Contractor. The Contractor shall include all related costs in the unit or lump sum bid 38 prices of the Contract. 39 40 7- 09.3(23)D Equipment for Hydrostatic Pressure Test 41 New Subsection 42 43 ( * * * * * *) 44 All pumps, gauges, plugs, saddles, corporation stops, miscellaneous hose and piping, 45 and measuring equipment necessary for performing the test shall be furnished and ' 46 operated by the Contractor and witnessed by the Engineer. 47 48 A clean container of water from which the pressure pump suction shall draw shall be ' 49 provided while pumping pressure into the water system being test ed. 50 ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 101 March 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 This make up water shall contain a minimum concentration of approximately fifty parts per million (50 ppm) of free chlorine by the addition of a twelve percent (12 %) hypochlorite solution. All pumps and other equipment used for this hydrostatic pressure test shall be properly disinfected to prevent the introduction of contamination to the section being tested. Gauges used in the test shall be accompanied with certifications of accuracy from a laboratory approved by the Contracting Agency. If the gauge proposed for use by the Contractor by its appearance could possibly provide erroneous test results, the ' Contracting Agency will provide its own gauge for use during the hydrostatic pressure test(s): The quantity of water required to restore the pressure (the "make up" water) shall be 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 accurately determined by pumping through a positive displacement water meter with a sweep unit hand. registering one gallon per revolution. The meter shall be approved by the Engineer. As an alternative, the Contractor may provide a volumetric graduated container approved by the Engineer to accurately record the quantity of the "make up water. 7- 09.3(23)E Hydrostatic Pressure Test Procedure i New Subsection The section of pipeline to be tested shall be backhlled sufficiently to prevent movement of the pipe under test pressure. All thrust blocks shall be in place and time allowed for the concrete to sufficiently cure before testing. Where permanent blocking is not otherwise required, the Contractor shall fumish and install temporary blocking and remove it after testing is complete. The water system to be tested shall be filled with a chlorinated water solution in , accordance with Section 7- 09.3(24)S. "Filling Procedure." The chlorinated water solution shall be allowed to stand in the water system to be tested a sufficient length of time (approximately twenty -four (24) hours) to allow the escape of air and allow the lining of the pipe to absorb water, all before hydrostatic pressure testing is conducted. The test shall be accomplished by pumping the water system to -be tested up to the 1 required test pressure, stopping the pump for fifteen (15) minutes, and then pumping the water system to be tested up to the beginning test pressure again. During the test, the water system being tested shall be observed to detect any visible leakage. Acceptability of the hydrostatic pressure test shall be determined by two (2) factors: 1. The quantity of chlorinated water solution required to restore the pressure (the "make -up" water) shall not exceed the volume as determined by the formula: L = ND(P)0.5 ' 29,600 in which: ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 102 March 2014 i LENGTH OF MAIN 1 L = allowable leakage/"make -up" water volume within a fifteen (15) minute (FEET) 2 3 period in gallons (PINTS) 4 N = number of joints in the length of pipeline tested 16TH INCHES 5 0.007 0.030 0.060 6 D = nominal inside diameter of the pipe in inches 0.103 100 7 0.060 0.120 8 P = average test pressure during the leak test in pounds per square inch 0.206 9 (gauge) (PSIG) 0.090 10 5.183 0.019 11 (Table 7- 09.3(12) -A provides the solution to this formula for different diameters and ' 12 13 lengths of water main assuming an average test pressure of 250 psig and an assumed number of joints per 100 feet of water main of 7.) 6.910 14 0.411 15 2. There shall be no appreciable or abrupt loss in pressure during the fifteen (15) t 16 minute test period. 17 18 The hydrostatic pressure test shall be conducted with the hydrant auxiliary gate 19 valve(s) opened and the main hydrant valve(s) closed. At the acceptable conclusion of ' 20 this hydrostatic pressure test, and when the water system is placed into service, each 21 hydrant will be inspected for visible leakage under working pressure conditions while 22 the hydrant ports are capped and the main hydrant valve is fully opened (to close the ' 23 hydrant barrel drain valve). Any visible leakage or defects discovered from this visual 24 inspection shall be corrected by the Contractor. 25 26 27 TABLE 7 -09.3 (12) - A 28 29 MAXIMUM ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME (L) 30 FOR 15- MINUTE HYDROSTATIC PRESSURE TEST 31 32 L = ND(P)0-6 ' 33 29,600 34 ' 35 36 ASSUMED AVERAGE TEST PRESSURE (P): 250 PSIG ASSUMED NUMBER OF JOINTS PER 100 FEET OF WATER MAIN (N): 7 37 DIAMETER (D) = 4 INCHES 39 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLONS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 50 0.007 0.030 0.060 1.728 0.006 0.103 100 10.015 0.060 0.120 3.455 0.013 0.206 150 0.022 0.090 0.179 5.183 0.019 0.308 200 0.030 0.120 0.239 6.910 0.026 0.411 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 103 Special Provisions RFB# 14 -105 March 2014 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ - "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLONS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 250 0.037 0.150 0.299 8.638 0.032 0.514 300 0.045 0.179 0.359 10.365 0.039 0.617 350 0.052 0.209 0.419 12.093 0.045 0.720 400 10.060 0.239 0.479 13.820 0.051 0.823 450 0.067 0.269 0.538 15.548 0.058 0.925 500 0.075 0.299 0.598 17.275 0.064 1.028 550 0.082 0.329 0.658 19.003 0.071 1.131 600 0.090 0.359 0.718 20.730 0.077 1.234 650 0.097 0.389 0.778 22.458 0.084 1.337 700 0.105 0.419 0.838 24.185 0.090 1.440 750 10.112 0.449 0.897 25.913 0.096 1.542 800 0.120 0.479 0.957 27.640 0.103 1.645 850 0.127 0.509 1.0.17 29.368 0.109 1.748 900 0.135 0.538 - 1.077 31.095 0.116 1.851 950 0.142 0.568 1.137 32.823 0.122 1.954 1000 10.150 0.598 1.197 34.550 0.129 2.057 1050 0.157 0.628 1.256 36.278 0.135 2.159 1100 0.165 0.658 1.316 38.005 0.141 2.262 1150 0.172 0.688 1.376 39.733 0.148 2.365 1200 0.179 0.718 11.436 141.460 10.154 2.468 1 2 For a 32- gallon garbage can with atop diameter equaling approximately 18.5 inches. 3 4 ' S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 104 March 2014 I 1 TABLE 7- 09.3 (12) -A 2 3 MAXIMUM ALLOWABLE LEAKAGEI "MAKE -UP" WATER VOLUME (L) 4 FOR 15- MINUTE HYDROSTATIC PRESSURE TEST 5 6 L = ND(P)os 7 29,600 8 9 ASSUMED AVERAGE TEST PRESSURE (P) 250 PSIG 10 ASSUMED NUMBER OF JOINTS PER 100 FEET OF WATER MAIN (N): 7 11 12 DIAMETER (D) = 6 INCHES 13 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLONS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 50 0.011 0.045 0.090 2.591 0.010 0.154 100 10.022 0.135 0.179 5.183 0.019 0.308 150 10.034 0.202 0.269 7.774 0.029 0.463 200 10.045 0.269 0.359 10.365 0.039 0.617 i LENGTH OF MAIN 14 DEPTH IN GARBAGE CAN (FEET) 15 * For a 32- gallon garbage can with atop diameter equaling approximately 18.5 inches. (PINTS) 16 DECIMAL INCHES 16TH INCHES 17 18 TABLE 7- 09.3 (12) -A 0.060 19 MAXIMUM ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME (L) 0.013 20 FOR 15- MINUTE HYDROSTATIC PRESSURE TEST 1 0.030 10.120 21 16.910 0.026 0.411 22 L = ND(P)0-6 10.179 23 29,600 0.039 24 25 ASSUMED AVERAGE TEST PRESSURE (P): 250 PSIG 26 ASSUMED NUMBER OF JOINTS PER 100 FEET OF WATER MAIN (N): 7 t288 27 DIAMETER (D) = 81NCHES i LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLO NS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 50 0.015 0.060 0.120 3.455 0.013 0.206 100 1 0.030 10.120 1 0.239 16.910 0.026 0.411 150 1 0.045 10.179 10.359 1 10.365 0.039 10.617 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 105 Special Provisions RFB# 14 -105 March 2014 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLO NS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 200 0.060 0.239 0.479 13.820 0.051 0.823 250 0.075 0.299 0.598 17.275 0.064 1.028 300 0.090 0.359 0.718 20.730 0.077 1.234 350 0.105 0.419 0.838 24.185 0.090 1.440 400 0.120 0.479 0.957 27.640 0.103 1.645 450 0.135 0.538 1.077 31.095 0.116 1.851 500 0.150 0.598 1.197 34.550 0.129 2.057 550 0.165 0.658 1.316 38.005 0.141 2.262 600 0.179 0.718 1.436 41.460 0.154 2.468 650 0.194 0.778 1.555 44.915 0.167 2.673 700 0.209 0.838 1.675 48.370 0.180 2.879 750 0.224 0.897 1.795 51.825 0.193 3.085 800 0.239 0.957 1.914 55.280 0.206 3.290 850 0.254 1.017 2.034 58.735 0.219 3.496 900 0.269 1.077 2.154 62.190 0.231 3.702 950 0.284 1.137 2.273 65.645 0.244 3.907 1000 0.299 1.197 2.393 69.100 0.257 4.1`13 1050 0.314 1.256 2.513 72.555 0.270 4.319 1100 0.329 1.316 2.632 76.010 0.283 4.524 1150 0.344 1.376 2.752 79.465 0.296 4.730 1200 0.359 1.436 2.872 82.920 0.308 4.936 1250 0.374 1.496 2.991 86.375 0.321 5.141 1300 0.389 1.555 3.111 89.830 0.334 5.347 1350 0.404 ` 1.615 3.231 93.285 0.347 ° 5.553 1400 0.419 1.675 3.350 96.740 0.360 5.758 1450 0.434 1.735 3.470 100.195 0.373 5.964 1500 0.449 1.795 3.590 103.650 0.386 6.170 1550 0.464 1.855 3.709 107.105 0.398 ` 6.375 1600 0.479 1.914 3.829 110.560 0.411 6.581 1650 0.494 1.974 3.949 114.015 0.424 6.787 1700 0.509 2.034 4.068 117.470 0.437 6.992 1750 0.523 2.094 4.188 120.925 0.450 7.198 1800 0.538 2.154 4.308 124.380 0.463 7.404 1850 0.553 2.214 4.427 127.835 0.476 7.609 1900 0.568 2.273 4.547 131.290 0.488 " 7.815 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 106 Special Provisions , RFB# 14 -105 March 2014 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLO NS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 1950 0.583 2.333 4.666 134.745 0.501 8.020 2000 0.598 2.393 4.786 138.200 0.514 8.226 2050 0.61.3 2.453 4.906 141.655 0.527 8.432 2100 0.628 2.513 5.025 145.110 0.540. 8.637 2150 0.643 2.573 5.145 148.565 0.553 8.843 2200 0.658 2.632 5.265 152.020 0.566 9.049 2250 0.673 2.692 5.384 155.475 0.578 9.254 2300 0.688 2.752 5.504 158.930 0.591 9.460 2350 0.703 2.812 5.624 162.385 0.604 9.666 2400 0.718 2.872 5.743 165.840 0.617 9.871 2450 0.733 2.932 5.863 169.295 0.630 10.077 2500 10.148 12.991 15.983 172.750 10.643 10.283 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME 1 (FEET) (GALLO NS (QUARTS) 2 " For a 32- gallon garbage can with a top diameter equaling approximately 18.5 inches. DECIMAL INCHES 3 50 0.022 4 5 TABLE 7 -09.3 (12) -A 5.183 -6 MAXIMUM ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME (L) 100 7 FOR 15- MINUTE HYDROSTATIC PRESSURE TEST 0.359 10.365 8 0.617 150 0.067 9 L = ND(P)O- 15.548 10 29,600 - 200 0.090 11 0.718 20.730 0.077 12 ASSUMED AVERAGE TEST PRESSURE (P): 250 PSIG 0.112 13 ASSUMED NUMBER OF JOINTS PER 100 FEET OF WATER MAIN (N); 7 25.913 0.096 14 300 0.135 10.538 15 DIAMETER (D) =12 INCHES 10.116 11.851 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLO NS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 50 0.022 0.090 0.179 5.183 0.019 0.308 100 0.045 0.179 0.359 10.365 0.039 0.617 150 0.067 0.269 0.538 15.548 0.058 0.925 200 0.090 0.359 0.718 20.730 0.077 1.234 250 0.112 0.449 0.897 25.913 0.096 1.542 300 0.135 10.538 1.077 131.095 10.116 11.851 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 107 March 2014 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLO NS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 350 0.157 0.628 1.256 36.278 0.135 2.159 400 0.179 0.718 1.436 41.460 0.154 2.468 450 0.202 0.808 1.615 46.643 0.174 2.776 500 0.224 0.897 1.795 51.825 0.193 3.085 550 0.247 0.987 1.974 57.008 0.212 3.393 600 0.269 1.077 2.154 62.190 0.231 3.702 650 0.292 1.167 2.333 67.373 0.251 4.010 700 0.314 1.256 2.513 72.555 0.270 4.319 750 0.337 1.346 2.692 77.738 0.289 4.627 800 0.359 1.436 2.872 82.920 0.308 4.936 850 0.381 1.526 3.051 88.103 0.328 5.244 900 0.404 1.615 3.231 93.285 0.347 5.553 950 0.426 1.705 3.410 98.468 0.366 5.861 1000 0.449 1.795 3.590 103.650 0.386 6.170 1050 0.471 1.885 3.769 108.833 0.405 6.478 1100 0.494 1.974 3.949 114.015 0.424 6.787 11.50 0.516 2.064 4.128 119.198 0.443 7.095 1200 0.538 2.154 4.308 124.380 0.463 7.404 1250 0.561 2.244 4.487 129.563 0.482 7.712 1300 0.583 2.333 4.666 134.745 0.501 8.020 1350 0.606 2.423 4.846 139.928 0.521 8.329 1400 0.628 2.513 5.025 145.110 0.540 8.637 1450 0.651 2.602 5.205 150.293 0.559 8.946 1500 0.673 2.692 5.384 155.475 0.578 9.254 1550 0.695 2.782 5.564 160.658 0.598 9.563 1600 0.718 2.872 5.743 165.840 0.617 9.871 1650 0.740 2.961 5.923 171.023 0.636 - 10.180 1700 0.763 3.051 6.102 176.205 0.656 10.488 1750 0.785 3.141 6.282 181.388 0.675 10.797 1800 0.808 3.231 6.461 186.570 0.694 ` 11.105 1850 0.830 3.320 6.641 191.753 0.713 11.414 1900 0.853 3.410 6.820 196.935 0.733 11.722 1950 0.875 3.500 7.000 202.118 0.752 12.031 2000 0.897 3.590 7.179 207.300 0.771 12.339 2050 0.920 13.679 7.359 212.483 1 0.790 12.648 S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RF$# 14 -105, Water Quality Vault Page 108 March 2014 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLO NS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 2100 0.942 3.769 7.538 217.665 0.810 12.956 2150 0.965 3.859 7.718 222.848 0.829 13.265 2200 0.987 3.949 7.897 228.030 0.848 13.573 2250 1.010 4.038 8.077 233.213 0.868 13.882 2300 1.032 4.128 8.256 238.395 0.887 14.190 2350 1.054 4.218 8.436 243.578 0.906 14.499` 2400 1.077 4.308 8.615 248.760 0.925 14.807 2450 1.099 4.397 8.795 253.943 0.945 15.116 2500 1.122 4.487 8.974 1259.125 0.964 15.424 1 2 " For a 32- gallon garbage can with a top diameter equaling approximately 18.5 inches. 3 4 TABLE 7-09.3 (12) -A 5 6 MAXIMUM ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME (L) 7 FOR 15- MINUTE HYDROSTATIC PRESSURE TEST 8 9 L = ND(P)as 10 29,600 11 12 ASSUMED AVERAGE TEST PRESSURE (P): 250 PSIG 13 ASSUMED NUMBER OF JOINTS PER 100 FEET OF WATER MAIN (N); 7 14 155 DIAMETER (D) =16 INCHES LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE-UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLO NS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 50 0.030 0.120 0.239 6.910 0.026 0.411 100 0.060 0.239 0.479 13.820 0.051 0.823 150 0.090 0.359 0.718 20.730 0.077 1.234 200 0.120 0.479 0.957 27.640 0.103 1.645 250 0.150 0.598 1.197 34.550 0.129 2.057 300 0.179 0.718 1.436 41.460 0.154 2.468 350 0.209 0.838 1.675 48.370 0.180 2.879 400 0.239 0.957 1.914 55.280 0.206 3.290 450 0.269 11.077 12. 154 162.190 10.231 13.702 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 109 March 2014 LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLO NS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 500 0.299 1.197 2.393 69.100 0.257 4.113 550 0.329 1.316 2.632 76.010 0.283 4.524 600 0.359 1.436 2.872 82.920 0.308 4.936 650 0.389 1.555 3.111 89.830 0.334 5.347 700 0.419 1.675 3.350 96.740 0.360 5.758 750 ' 0.449 1.795 3.590 103.650 0.386 6.170 800 0.479 1.914 3.829 110.560 0.411 6.581 850 0.509 2.034 4.068 117.470 0.437 6.992 900 0.538 2.154 4.308 124.380 0.463 7.404 950 0.568 2.273 4.547 131.290 0.488 7.815 1000 0.598 2.393 4.786 138.200 0.514 8.226 1050 0.628 2.513 5.025 145.110 0.540 8.637 1100 0.658 2.632 5.265 152.020 0.566 9.049 1150 0.688 2.752 5.504 158.930 0.591 9.460 1200 0.718 2.872 5.743 165.840 0.617 9.871 1250 0.748 2.991 5.983 172.750 0.643 10.283 1300 0.778 3.111 6.222 179.660 0.668 10.694 1350 0.808 3.231 6.461 186.570 0.694 11.105 1400 0.838 3.350 6.701 193.480 0.720 11.517 1450 0.867 3.470 6.940 200.390 0.745 11.928 1500 0.897 3.590 7.179 207.300 0.771 12.339 1550 0.927 3.709 7.419 214.210 0.797 12.750 1600 0.957 3.829 7.658 221.120 0.823 13.162 1650 0.987 3.949 7.897 228.030 0.848 13.573 1700 1.017 4.068 8.136 234.940 0.874 13.984 1750 1.047 4.188 8.376 241.850 0.900 14.396 1800 1.077 4.308 8.615 248.760 0.925 14.807 1850 1.107 4.427 8.854 255.670 0.951 15.218 1900 1.137 4.547 9.094 262.580 0.977 15.630 1950 1.167 4.666 9.333 269.490 1.003 16.041 2000 1.197 4.786 9.572 276.400 1.028 16.452 2050 1.226 4.906 9.812 283.310 1.054 16.864 2100 1.256 5.025 10.051 290.220 1.080 17.275 2150 1.286 5.145 10.290 297.130 1.105 17.686 2200 1.316 5.265 110.530 304.040 1.131 18.097 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 110 March 2014 L LENGTH OF MAIN MAX ALLOWABLE LEAKAGE/ "MAKE -UP" WATER VOLUME DEPTH IN GARBAGE CAN (FEET) (GALLO NS (QUARTS) (PINTS) (CU IN) DECIMAL INCHES 16TH INCHES 2250 1.346 5.384 10.769 310.950 1.157 18.509 2300 1.376 5.504 11.008 317.860 1.183 18.920 2350 1.406 5.624 11.247 324.770 1.208 19.331 2400 1.436 5.743 11.487 331.680 1.234 19.743 2450 1.466 5.863 11.726 338.590 1.260 20.154 2500 1.496 1 5.983 11.965 345.500 1.285 20.565 Water Quality Vault Page 111 March 2014 1 2 For a 32- gallon garbage can with a top diameter equaling approximately 18.5 inches. 3 4 5 6 7- 09.3(23)F Repetition of Pressure Test Procedure New Subsection 7 9 Any visible leakage detected shall be corrected by the Contractor regardless of the 10 allowable leakage specified above. Should the water system being tested fail to 11 successfully meet the hydrostatic pressure test as specified, the Contractor shall, at no 12 expense to the Contracting Agency, locate and repair the defects and then re -test the 13 water system as herein specified. The Contracting Agency shall witness said repairs 14 of the defects found. 15 16 Defective materials or workmanship, discovered as a result of the hydrostatic pressure 17 test shall be replaced b the Contractor at no expense to the Contracting Agency. p Y P 18 Whenever it is necessary to replace defective material or correct the workmanship, the 19 hydrostatic pressure test procedure shall be repeated by the Contractor at his/her own 20 expense until a satisfactory hydrostatic pressure test is obtained. 21 22 7- 09.3(24) Disinfection of Water Mains 23 Replace Section 7- 09.3(24) with the following: 24 25 ( * * * *) 26 All new water mains, water service connection pipelines and appurtenances thereof 27 and repaired portions of existing water mains, or extensions thereto, shall be filled, 28 flushed and disinfected using this procedure. 29 30 All costs to comply with this Section 7- 09.3(24) are incidental to the Contract and are 31 the responsibility of the Contractor. The Contractor shall include all related costs in the 32 unit or lump sum bid prices of the Contract. 33 34 7- 09.3(24)M Chlorinating Connections to Existing Mains and Water Service 35 Connections 36 Revise Section 7- 09.3(24)M with the following: 37 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 111 March 2014 2 3 The disinfection procedure for connections to existing mains shall be as specified in Section 7- 09.3(19)A. "Connections to Existing Mains." The disinfection procedure for 4 service connections shall be as specified in Section 7- 15.3(5) "Pressure Testing and 5 Disinfection of Water Service Connections." 6 7 7- 09.3(24)N Final Flushing and Testing 8 Replace Section 7- 09.3(24)M with the following: 9 11 When satisfactory results of the intermediate chlorine residual test(s) have been 12 13 achieved, the disinfection solution shall be thoroughly flushed and expelled from all parts of the water system to be tested, including from the water service connection 14 pipelines. Replacement water shall be fed into the water system to be tested through 15 a flushing box obtained and connected by the Contractor. To ensure expulsion of the 16 solution, chlorine residual tests shall be conducted at the designated non source 17 sample points, and at the end of each water service connection pipeline. Since the 18 Contracting Agency's supply is normally not chlorinated, the allowable free chlorine 19 residual shall be zero (0). In the event that the Contracting Agency's supply is 20 chlorinated at the time of the testing, then the tests shall show a residual not in excess 21 of that carried in the Contracting Agency's system in the vicinity of the "feed point(s)." 22 23 Due to the restricted capacity of the flushing box, low flushing velocities should be ; 24 anticipated. 25 26 Before flushing has commenced, the hydrant barrel and the flushing box and its 27 appurtenances shall be disinfected using the procedure as that provided in Section 7- 28 09.3(24)S. "Filling Procedure." 29 30 Flushing overnight will not be permitted. 31 32 7- 09.3(24)0 Repetition of Flushing and Testing 33 Revise Section 7- 09.3(24)0 with the following: 34 35 36 Should the first disinfection procedure (consisting of the initial and subsequent 37 bacteriological tests : constituting one "round" of ` tests) yield unsatisfactory 38 bacteriological test results, the disinfection procedure shall be repeated by the 39 Contractor at his /her own expense until satisfactory results are obtained. Failure to 40 obtain satisfactory test results shall be considered as failure by the Contractor to keep 41 the pipe clean before and during construction, and /or failure to properly disinfect the 42 water system. ■ 43 s 44 7- 09.3(24)P Sequence of Hydrostatic Pressure Testing and Water for Testing 45 New Subsection 46 47 48 49 The hydrostatic pressure test shall be performed after the water system to be tested has been initially filled, but before bacteriological sampling is conducted. The 50 Contractor shall comply with the requirements for this procedure provided in Section 7- 51 09.3(23) "Hydrostatic Pressure Test." S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 112 March 2014 1 2 The Contracting Agency shall provide a reasonable quantity of water for the testing 3 procedures described herein. The Contracting Agency shall first provide approval to 4 the Contractor for use of said water, based upon the Contracting Agency's 5 determination whether supply in excess of normal domestic demands is available at 6 that particular time. Excessive wasting of water shall not be permitted. The cost for 7 water in excess of a quantity deemed reasonable by the Engineer shall be bome by $ the Contractor in accordance with the Contracting Agency's latest fee schedule. 9 10 7- 09.3(24)Q Equipment for Main Filling, Flushing and Disinfection 11 New Subsection 12 13 14 To prevent possible contamination to its water system and to minimize the wasting of 15 water, the Contracting Agency shall provide to the Contractor one of two devices each 16 time the Contractor requests water to be supplied to the water system to be tested. 17 For the filling procedure hereinafter detailed in _Section 7- 09.3(24)S. "Filling 18 Procedure, " the Contracting Agency shall provide a backflow prevention device 19 (hereinafter referred to as a "chlorinator box ") for this purpose. For the chlorine �. 20 residual testing, flushing and sampling procedures hereinafter detailed in Sections 7- 21 09.3(24)T. "Intermediate Chlorine Residual Test," Section 7-09.3(24)N. "Final Flushing 22 23 and Test," Section 7- 09.3(24)V. "Initial Bacteriological Sampling," and Section 7- 09.3(24)W. "Subsequent Bacteriological Sampling," the Contracting Agency shall 24 provide a different backflow prevention device hereinafter referred to as the "flushing 25 box." 26 27 The chlorinator box is equipped with an electric-- driven chemical feed pump which can 28 be adjusted to provide a free chlorine concentration of approximately fifty parts per 29 million (50 ppm) at a variety of flow rates. The chlorinator box is also provided with a 30 short section of two and one half inch (2 1/2 ") inlet hose adaptable to a two and one 31 half inch (2 1/2 ") NST hose thread, and is equipped with a meter and double check 32 valve assembly. A power source with a minimum capacity of one hundred ten (110) 33 volts A.C. and five hundred (500) watts shall be supplied by the Contractor to operate 34 the pump. The flushing box is also provided with a short section of two and one half 35 inch (2 1/2 ")inlet hose adaptable to a two and one half inch (2 1/2 ") NST hose thread, 36 and is equipped with a meter and double check valve assembly, but has no chemical 37 feed pump. Both the chlorinator box and flushing box shall be checked out by the 38 Contractor at the Contracting Agency's Water Operations Building on an "as available" 39 basis, upon execution of an agreement holding the Contracting Agency harmless from 40 any damage to either device while in the Contractor's custody. Other sections of two 41 and one half inch (2 1/2") hose to be used for connecting either device to the water 42 system to be tested can also be provided to the Contractor on an "as -- available" 43 basis. The Contractor shall supply all labor and equipment necessary to load and 44 unload either device at the Water Operations Building. The chlorinator box shall be j46 45 returned to the Water Operations Building after each day's use by the Contractor. 47 No other method of disinfection /chlorine solution injection will be acceptable, unless, 48 prior to use, the Contractor obtains written approval from the Engineer. The use of dry, 49 chlorine compounds inserted into the water system during installation is prohibited and 50 deemed an unacceptable disinfection procedure by the Contracting Agency. 51 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 113 March 2014 1 t 1 necessary for the To provide access at all extremities o f the system to be tested n 2 3 main filling, disinfection and hydrostatic testing procedure not having a permanent blowoff assembly or fire hydrant, the Contractor shall furnish temporary blowoff 4 assemblies meeting the requirements of the Standard Plans, including provisions for 5 temporary thrust restraint. During testing procedures, the Contractor shall furnish a 6 standpipe assembly for permanent blowoff assemblies as that shown for temporary 7 blowoff assemblies in the Standard Plans. The Contractor shall also furnish all hoses 8 and other equipment and material necessary for adaptation of either the chlorinator 9 box or flushing box to the supply system and to the water system to be tested, and for 10 flushing /expelling and disposal of the disinfection solution. 11 12 13 In addition, the Contractor shall furnish containers of twelve percent (12 %) hypochlorite solution and a chlorine residual testing kit (capable of detecting a range from 0 to no 14 more than 250 ppm free chlorine residual) required for the disinfection procedure. 15 16 7- 09.3(24)R Sample Collection and Bacteriological Testing Results 17 New Subsection 18 19 ( * * * *) 20 Bacteriological samples shall remain in the custody of the Contracting Agency at all 21 times. Sample bottles shall be brought to the Project site, and samples shall be 22 collected and delivered to the laboratory by employees of the Contracting Agency or an 23 authorized agent thereof. The Contracting Agency shall be available to collect 24 bacteriological samples on Monday, Tuesday, Wednesday and Thursday between 8:00 25 A.M. and 2:00 P.M., unless different specific arrangements are otherwise made. 26 27 Copies of the written reports of bacteriological tests shall be obtained from the 28 laboratory only by employees of the Contracting Agency or an authorized agent 29 thereof. 30 31 7- 09.3(24)S Filling Procedure 32 New Subsection 33 34 ( * * * * * *) 35 36 Each extremity of the water main system to be tested shall be equipped with a fire hydrant assembly or permanent blowoff assembly, as shown on the Plans. Other pipe 37 extremities shaft be equipped with a temporary blowoff assembly meeting the 38 requirements of the Standard Plans. The end of each water service connection 39 pipeline shall be equipped with a temporary valve to be used during this main filling, , 40 flushing, disinfection, and hydrostatic pressure testing procedure, if the meter setter 41 has not been installed. 42 43 The water system to be tested, including water service connection pipelines, shall be 44 filled with a chlorinated water solution by use of the chlorinator box so that all parts of 45 the water system to be tested shall have an initial free chlorine residual of at least fifty 46 parts per million (50 ppm), but not more than one hundred parts per million (100 ppm). 47 The Contractor shall c onnect the chlorinator box between the existin g water system 48 and a point on the water system to be tested, which is selected by the Contractor and 49 approved by the Engineer. Representatives of the Contracting Agency shall observe 50 this filling process. 51 S 320th Street at 20th Avenue S Special Provisions , Intersection Improvements RFB# 14 -105 Water Quality Vault Page 114 March 2014 1 If water is drawn from a fire hydrant on the existing water system, the flow shall be 2 regulated from said hydrant by use of the auxiliary gate valve, with the main hydrant 3 valve fully opened (to close the hydrant barrel drain valve). 4 5 The Contractor shall disinfect the hydrant barrel and the chlorinator box and its 6 appurtenances by infusing a one percent (1 %) hypochlorite solution into a hydrant port 7 after the auxiliary gate valve is closed and after the main hydrant valve is opened. 8 This solution shall be expelled from the hydrant barrel through the chlorinator box 9 before it is connected to the water system to be tested. 10 11 The initial chlorine content shall be tested at pipe extremities and other representative 12 13 points, the number of which is a function of the size of the water system to be tested and shall be determined by and at the direction of the Engineer, and witnessed by 14 representatives of the Contracting Agency. These points shall hereinafter be referred 15 to as the "designated non — source sample points." 16 17 During the filling process, all valves and other appurtenances to the water system to be 18 tested shall be operated by the Contractor. 19 20 The hydrostatic pressure test shall be undertaken at this time before proceeding 21 further, in accordance with Section 7- 09.3(23) "Hydrostatic Pressure Test." 22 23 7- 09.3(24)T Intermediate Chlorine Residual Test 24 New Subsection 25 27 The disinfection solution shall be retained in the water system to be tested for a period 28 of at least twenty four (24) hours. After this period, the Contractor shall obtain and 29 connect a flushing box from the existing system to the water system to be tested in 30 order to conduct a test for free chlorine residual This test shall be performed by the 31 Contractor and witnessed by the Engineer. The test will be deemed acceptable if the 32 residual measured at the designated non source sample points is no lower than forty 33 parts per million (40 ppm) less than the initial free chlorine residual recorded during the 34 filling procedure. If this residual is not achieved, the Contractor shall clean and /or 35 disinfect the water system by use of the chlorinator box to refill the system with more 36 disinfection solution and provide for a further retention period. The hydrant barrel and 37 flushing box and its appurtenances shall be disinfected using the procedure as that 38 provided in Section 7- 09.3(24)S. "Filling Procedure." 39 40 7- 09.3(24)U Discharge of Disinfection Solution 41 New Subsection 42 43 ( * **« *) 44 The environment to which the chlorinated water disinfection solution is to be 45 discharged shall be inspected by the Contractor and if there is any question that the 46 chlorinated discharge will cause damage to the environment, a reducing agent shall be 47 applied to the water to be wasted to neutralize the chlorine residual remaining in the 48 water (such as sodium thiosulfate in burlap sacks placed across the water stream). 49 Disposal may be made to any available sanitary sewer, provided the rate of disposal 50 does not overload the sewer and the disposal is approved by the sewer agency having 51 jurisdiction. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 115 March 2014 1 2 3 Where necessary, Federal, State and local regulatory agencies should be contacted to determine special provisions for the disposal of heavily chlorinated water. 4 5 7- 09.3(24)V Initial Bacteriological Sampling - 6 New Subsection 7 9 Bacteriological samples shall be collected by the Contracting Agency from the 10 source(s) and the designated non - source sample points, using the flushing box 11 obtained and connected by the Contractor. The hydrant barrel and the flushing box 12 and its appurtenances shall be disinfected using the procedure as provided in Section 13 7- 09.3(24)S. "Filling Procedure." The Contractor shall not disconnect the box nor its 14 appurtenances nor otherwise cause any disturbance prior to the collection of the 15 samples. At least fifteen (15) minutes prior to the scheduled time for collection of the 16 samples, the flow from the source tap(s) and the designated non- source sample points 17 shall be regulated by the Contractor to a flow conducive to the collection of the 18 samples. 19 20 Bacteriological samples will be analyzed for total coliform bacteria, and for 21 heterotrophic bacteria by the heterotrophic plate count (HPC) analysis. The maximum 22 allowable coliform content of the flushed sample shall be zero (0). The maximum 23 allowable HPC population count in all source samples shall be eighty counts per 24 milliliter (80 /ml). The maximum allowable HPC population count for samples from any 25 of the designated non source sample points shall be no greater than twenty counts per 26 milliliter (20 /ml) above the highest HPC population count from a source sample. 27 28 The HPC population count from any source sample that exceeds eighty counts per 29 milliliter (80 /ml) shall be deemed as an indeterminate test and the Contractor shall 30 obtain and connect a- flushing box to allow new samples to be drawn' for initial 31 bacteriological testing in accordance with the procedures provided herein. 32 33 7- 09.3(24)W. Subsequent Bacteriological Sampling 34 New Subsection 35 36 ( * *) 37 A subsequent bacteriological sample shall be collected by the Contracting Agency at 38 each point where an initial bacteriological sample was collected, again using a flushing 39 box obtained and connected by the Contractor. The hydrant barrel and the flushing 40 box and its appurtenances shall be disinfected using the procedure as provided in 41 Section 7- 09.3( -24)S. "Filling 'Procedure." The Contractor shall not disconnect the box' 42 nor its appurtenances nor otherwise cause any disturbance prior to the collection of the 43 samples. At least fifteen (15) minutes prior to the scheduled time for collection of the 44 samples, the flow from the source tap(s) and the designated non source sample points 45 shall be regulated by the Contractor to a flow conducive to the collection of the 46 samples. 47 48 These subsequent bacteriological samples shall be collected at least twenty four (24) 49 hours, but no longer than forty eight (48) hours after the initial bacteriological samples 50 were collected. However, the subsequent bacteriological samples may be collected 51 later than forty eight (48) hours after the initial bacteriological samples were collected S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 116 March 2014 1 upon concurrence of the Contractor. The results of the tests performed by the 2 laboratory on these samples shall meet the same criteria as those allowed for the initial 3 bacteriological samples. No flushing of the water system to be tested will be allowed 4 between initial and subsequent bacteriological sampling procedures. The Contractor 5 may charge the system with the flushing box and run no more than sixty (60) seconds 6 of flow at each designated non- source sample point to purge the sample station prior 7 to collecting the test sample. 8 9 The water system shall be deemed disinfected when written results of both the initial i 10 and subsequent bacteriological tests constituting one "round" of tests, meet the criteria 11 herein set forth. Before placing the water system into service, a satisfactory written 12 13 report shall be received by the Contracting Agency from the certified laboratory evidencing; successful tests. The Contractor's attention is directed to Section 7- 14 09.3(19)A. "Connections to Existing Mains," which provides for the maximum allowable 15 period when a connection to the existing system is to be made by the Contractor after 16 the water system has been deemed disinfected. 17 18 7- 09.3(24)X Maincleaning 19 New Subsection 20 21 22 The Contracting Agency normally performs a maincleaning procedure after the water 23 system to be tested has received acceptable bacteriological test results, but before 24 said system has been connected to the existing water system and placed into service. 25 At the option of the Contractor, he /she may request to have the Contracting Agency 26 perform main - cleaning after satisfying the hydrostatic pressure test and after he /she 27 has failed to meet two (2) "rounds" of initial and subsequent bacteriological tests. The 28 Contractor must notify the Contracting Agency one (1) week in advance of the time 29 he /she desires maincleaning to be performed. The Contractor shall cooperate with the 30 maincleaning efforts. 31 32 The maincleaning procedure will require the furnishing and installation by the 33 Contractor at his /her own expense, temporary cube launch facilities at the extremities 34 of the water system to be tested. For water mains less than or equal to 8 -inch 35 36 diameter, permanent blowoff assemblies meeting the requirements of Section 7- 09.3(22) "Blowoff Assemblies," temporary blowoff assemblies meeting the 37 requirements of Section 7- 09.3(24)Q. "Equipment for Main Filling, Flushing and 38 Disinfection," and fire hydrants are acceptable for use as cube launch facilities. For ' 39 water mains larger than 8 -inch diameter, the temporary cube launch facility shall 40 consist of ductile iron pipe and fittings connected to each end of the water main, 41 extended to a point between 1 and 3 feet above the ground surface with a blind flange 42 tapped 2 -inch, and providing the minimum size as follows: 43 44 12 -inch water main - 8 -inch cube launch facility 45 16 -inch and 24 -inch water main - 12 -inch cube launch facility 46 47 The interior of all pipe and fittings used for temporary cube launch facilities shall be 48 cleaned of all deleterious material and swabbed and /or sprayed with a clean, one 49 percent (1 %) hypochlorite solution mixed in a clean container, before they are installed. 50 At the conclusion of maincleaning, the Contractor shall remove and dispose of the 51 temporary cube launch facilities and restore the water system and ground surface to S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 117 March 2014 1 1 meet the requirements of the Plans and these Specifications, all at his /her own 2 expense. 3 4 The Contractor shall repair and restore at his /her own expense, any damage caused 5 by the maincleaning procedure, including, but not limited to, erosion caused by water 6 flow from blowoffs, fire hydrants, and cube launch facilities. 7 8 This maincleaning procedure shall not relieve the Contractor of his /her responsibility 9 for ensuring the proper disinfection of the water system he /she installed. 10 11 7- 09.3(25) Temporary Plugging of Existing Pipe 12 This section is a new section: 13 14 15 The contractor shall coordinate with Lakehaven Utility District for the installation of blind 16 flanges, valves, restrained joints, thrust blocks, and other appurtenances as required to 17 isolate the stormwater system work area as shown on the plans. The contractor shall . 18 prepare an isolation plan and submit it to Lakehaven Utility District for review and approval 19 at least two weeks prior to the start of any work. The contactor shall also coordinate with 20 Lakehaven to have an inspector on -site during this work. The Contractor shall furnish and 21 install all the required piping, valves, fittings, joints, thrust blocks, and appurtenances as 22 required by Lakehaven Utility District for this work. This work shall also include the removal 23 of all the temporary blind flanges, valves, restrained joints, thrust blocks, and other t 24 appurtenances to complete the water main installation when the stormwater system 25 construction is completed. 26 r 27 7- 09.3(26) Laying Ductile Iron Pipe, Fittings and Appurtenances 28 New Section 29 31 Ductile iron pipe shall be laid in accordance with AWWA C -151 and the recommendations 32 of the pipe manufacturer. The pipe shall be laid to the line and grade shown on the Plans, 33 in the Standard Plans, and as established by the Engineer. 34 35 All pipe, fittings and appurtenances shall be carefully checked by the Contractor upon 36 delivery to the project site, as well as just prior to their installation and placing in the trench. 37 38 The bottom of the trench shall be finished to grade in such a manner that the pipe will have 39 bearing along the entire length of the barrel. , 40 41 The pipe, fittings and appurtenances shall be carefully bedded, joined and protected. The 42 pipe interior at all times shall be kept free from dirt, gravel, water and all other deleterious 43 material. The open ends of the pipe, fittings and appurtenances shall be closed by a water- 44 tight plug or by other means approved by the Contracting Agency to ensure cleanliness 45 inside the pipe. 46 47 Except where necessary to make connections with other pipelines, and where otherwise 48 authorized by the Engineer, ductile iron pipe shall be laid with bells facing the direction of 49 laying. The bells shall face upward where pipelines are laid on an appreciable slope, as 50 authorized by the Engineer. A non -toxic pipe lubricant, as recommended by the pipe 51 manufacturer, shall be applied to the gasket and pipe mating surfaces. Bolts on S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 118 March 2014 1 mechanical joint and flanged pipe, fittings, spools and appurtenances shall be tightened 2 3 uniformly to the torque recommended by the manufacturer. 4 All fittings and pipe which will come in contact with cement concrete, such as from concrete 5 pipe encasement and thrust blocking, shall be protected by a layer of heavy building paper 6 or plastic sheeting. The material shall be wrapped loosely around the pipe and need not be 7 water tight, but no part of the pipe or fittings shall be exposed to the cement concrete. Care 8 shall be exercised during backfilling to prevent the .plastic film wrap from becoming 9 punctured or otherwise damaged. The Contractor shall comply with other requirements for 10 placing concrete thrust blocking provided in Section 7- 09.3(21) "Concrete Thrust Blocking." 11 12 13 Only mechanical joint sleeve fittings shall be used to connect plain ends of ductile iron pipe and /or spools; flexible couplings shall not be used for this purpose. 14 15 Fittings shall not be backfilled until first approved by the Engineer for compliance with the 16 Plans and Specifications. 17 18 7- 09.3(27) Salvage of Existing Fittings, Valves, and Other Material 19 New Section 20 22 Within the limits of the project and where shown on the Plans, the Contractor shall locate, 23 excavate, and remove fittings, valves, and other material as directed by the Engineer, and 24 then backfill and compact the backfill material. The Contractor shall comply with the 25 requirements for construction of new work, if new work is so required by the Plans or as 26 otherwise directed by the Engineer. The salvaged fittings, valves, and other material shall 27 be delivered by the Contractor to another site within the Contracting Agency selected by the 28 Contracting Agency. All costs to comply with this Section are incidental to the Contract and 29 are the responsibility of the Contractor. The Contractor shall include all related costs in the 30 unit or lump sum bid prices of the Contract. 31 32 7 -09.4 Measurement 33 Supplement Section 7 -09.4 with the following: 34 - 35 ( * * * *) 36 No measurement shall be made for clearing and grubbing; removal of existing improvements, 37 protection of existing utilities and services, trench excavation and backfill, extra trench 38 excavation, bedding the pipe, and compaction of backfill. 39 40 If the Contractor over- excavates the pipe trench, or if otherwise the width of the pipe trench 41 becomes wider than the payment limit shown in the Standard Plan, all material removed and 42 placed outside the excavation payment limit shall be at the Contractor's sole expense. 43 44 The payment limits shown in the Standard Plan shall be considered for payment purposes only, 45 and are not a warranty that the trenches can be excavated and backfilled to those limits. 46 47 When listed as a pay item, rock excavation will be measured in its original position by volume in 48 49 cubic yards. The quantity measured for payment will include only the material excavated from within the limits hereinafter defined. Any additional excavation outside of these limits will be 50 considered as having been made for the Contractor's benefit, and all costs' in connection with 51 such excavation shall be included in the unit contract prices for the various items of work. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 119 March 2014 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 120 March 2014 1 1 2 3 The horizontal limits for measuring rock excavation will be the sides of the trench, except no payment will be made for material removed outside the vertical planes extended beyond the 4 maximum trench widths, as specified in Section 7- 09.3(7) "Trench Excavation" and otherwise 5 shown in the Standard Plans. Vertical distances shall be measured from the upper surface of 6 the rock to an elevation six inches (6 ") below the underside of the pipe barrel, or to the lower 7 surface of the rock, whichever is less. Boulders or broken rock less than two (2) cubic yards in 8 volume will not be classified as rock, nor will so- called "hard- pan" or cemented gravel, even 9 though it may be advantageous to use explosives in its removal. 10 11 Removal and replacement of unsuitable material for trench foundation will be measured by the 12 cubic yard. The depth shall be the actual approved depth removed below the depth specified in 13 Section 7- 09.3(5) "Grade, Depth and Alignment." The width shall be the actual width removed, 14 but in no case shall the measured width exceed the allowable trench widths specified in Section 15 7- 09.3(7) "Trench Excavation" and otherwise shown in the Standard Plans. 16 17 Measurement for foundation gravel shall be by the cubic yard within the computed volume of the 18 excavated trench width not to exceed the payment limit lines as shown in the Standard Plans, 19 for the length measured horizontally and to the depth below the pipe along the pipeline where 20 the material is used, as directed by the Engineer. 21 22 Removal of unsuitable material and replacement with "Gravel Borrow for Trench Backfill Incl. 23 " I be measured b the cubic yard. Removal of unsuitable material and replacement with Haul will Y P 24 Gravel Borrow for Trench Backfill Incl. Haul will be measured by the cubic yard. The depth 25 shall be the actual depth removed to the depth specified in Section 7- 09.3(5) "Grade, Depth and 26 Alignment." The width shall be the actual width removed, but in no case shall the measured 27 width exceed the allowable trench widths specified in Section _7- 09.3(7) 'Trench Excavation" and 28 otherwise shown in the Standard Plans. The length shall be the actual length of the pipe laid 29 and shall be along the pipe through fittings, valves and couplings: 30 31 Measurement for trench safety systems will be for the sum total of all items for a complete 32 system to be furnished, installed, and removed prior to backfilling, necessary to provide worker 33 safe in accordance with Section 7-09.3(7)D "Trench Safety Systems," and no specific unit of safety Y Y p 34 �� �� measurement will apply. For bidding purposes, trench excavation depth shall be defined as ' 35 the average depth from the existing ground surface to the bottom of the trench section, including 36 any over - excavation required to place foundation gravel. 37 38 Measurement for payment of pipe for water mains will be by the linear foot of pipe laid and 39 tested and shall be along the pipe through fittings, valves, and couplings, and shall be 40 measured on a horizontal plane. This measurement shall exclude pipe for water mains that is 41 installed within a casing pipe that has been jacked, bored, augered or direct- buried into place, 42 and will be measured separately. 43 44 Plugging Existing Pipe, Temporary will not be measured. 45 46 Connection to Existing Main will not be measured. 47 48 7 -09.5 Payment 49 Supplement Section 7 -09.5 with the following: 50 51 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 120 March 2014 t 2 3 Payment will be made for each of the following bid items that are included in the Proposal: 4 "Rock Excavation," per cubic yard. 5 6 The unit price per cubic yard for "Rock Excavation" shall be full pay for all work to remove and 7 dispose of materials as specified in Section 7- 09.3(7)6 "Rock Excavation. " If no .pay item is 8 ` listed in the Proposal, rock excavation shall be considered incidental to work to construct the 9 water main and all costs shall be included in other items of work set forth in Section 7 -08.5 10 "Payment (for General Pipe Installation Requirements)." 11 12 13 "Removal and Replacement of Unsuitable Foundation Material," per cubic yard. 14 The unit Contract price per .cubic yard for Removal and Replacement of Unsuitable. Foundation 15 Material" shall be full pay for all work to remove unsuitable material and to furnish and replace 16 and compact suitable foundation material as specified in Section 7- 09.3(8) "Removal and 17 Replacement of Unsuitable Materials." 18 19 The unit contract price shall also include all costs incidental to furnishing and placing the 20 foundation material and placing the Gravel Borrow for trench backfill. 21 22 23 Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the Proposal: 24 25 "Ductile iron Pipe for Water Main 12 In. Diam., "per linear foot: 26 27 The unit contract price per linear foot for each size and class of "Ductile Iron Pipe for Water 28 Main 12 In. Diam., " shall constitute full compensation for all labor, materials, tools, equipment, 29 transportation, supplies, and incidentals required to complete all work to furnish and install this 30 item as detailed on the Plans to include, but not limited to, locating the existing main line, cutting 31 into the main line, wastehauling and disposal of existing AC pipe, installing new DI pipe section, 32 installing restraint joint fittings, supporting new DI pipe section as required during installation of 33 storm sewer main facilities, temporary plugging of existing lines, cleaning, disinfecting, pressure 34 testing, restoration and cleanup, and miscellaneous fittings and appurtenances as shown on the 35 Plans, and all work associated with making a complete connection. 36 37 7 -10 PIPE, FITTINGS AND APPURTENANCES FOR WATER MAINS ' 38 New Section 39 41 7 -10.1 Description 42 43 The work included under Sections 7 -08 through 7 -15 shall apply to the construction of water 44 distribution and transmission mains and appurtenances for both temporary and permanent r 45 installation. 46 47 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 121 March 2014 1 7 -10.2 Materials 2 3 Materials shall meet the requirements of the following sections: 4 5 Pipe 9 -30.1 6 Ductile Iron Pipe 9- 30.1(1) 7 Steel Pipe (4" and Under) 9- 30.1(4)B 8 9 Fittings 9 -30.2 10 Ductile Iron Pipe 9- 30.2(1) , 11 Transition, Reducing and Flexible Couplings 9- 30.2(3) 12 Steel Pipe (4" and Under) 9- 30.2(4)6 13 Restrained Joints 9- 30.2(6) I 14 15 Valves ") 9 -30.3 16 Gate Valves (2" -12 9- 30.3(2) 17 Valve Boxes 9- 30.3(4) 18 Valve Marker Posts 9- 30.3(5) 19 Combination Air Release /Air Vacuum Valves 9- 30.3(7) 20 Tapping Sleeve and Valve Assembly 9- 30.3(8) 21 End Connections 9- 30.3(9) 22 Resilient- Seated Gate Valves (4" -12 ") 9- 30.3(11) 23 Resilient- Seated Gate Valves (16 ") 9- 30.3(12) 24 Gate Valves (24 ") 9- 30.3(13) 25 Bronze Gate Valves (Under 3 ") 9- 30.3(14) 26 Check Valves 9- 30.3(15) 27 Pressure Reducing and Pressure Relief Valves 9- 30.3(16) 28 29 Fire Hydrants 9 -30.5 j 30 General 9- 30.5(1)A 31 End Connections 9- 30.5(1) 32 Hydrant Features and Dimensions 9- 30.5(2) 33 Hydrant Extensions 9- 30.5(3) 34 Hydrant Restraints 9- 30.5(4) 35 36 Traffic Flanges Guard Posts 9- 30.5(5) 9- 30:5(6) 37 Hydrant Nozzles 9- 30.5(7) 38 Operating Nuts 9- 30.5(8) 39 40 Water Service Connections 9 -30.6 41 Saddles 9- 30.6(1) 42 Corporation Stops 9- 30.6(2) 43 Polyethylene Tubing 9- 30.6(3)B 44 Compression Service Couplings and Adapter 9- 30.6(4) 45 Meter Setters 9- 30.6(5) 46 Brass Nipples and Fittings 9- 30.6(6) 47 Meter Boxes 9- 30.6(7) 48 Insulating Service Couplings 9- 30.6(8) 49 "U" Branch Connections 9- 30.6(9) 50 51 Flow Detection /Backflow Prevention Devices 9 -30.7 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 122 March 2014 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFBA 14 -105 Water Quality Vault Page 123 March 2014 r I Detector Double Check Valve Assemblies (DDC) 9- 30.7(1) 2 3 Detector Reduced Pressure Principle Backflow Devices (DRP) 9- 30.7(2) Double Check Valve Assemblies (DCVA) 9- 30.7(3) 4 Reduced Pressure Principle Backflow Devices (RPBD) 9- 30.7(4) 5 Backflow Prevention Device Shut Off Valves 9- 30.7(5) 6 Single Detector Check Valve Assembly 9- 30.7(6) 7 Pressure Vacuum Breaker Assemblies (PVBA) 9- 30.7(7)A. 8 Atmospheric Vacuum Breakers (AVB) 9- 30.7(7)B. 9 10 Miscellaneous Water Distribution Materials 9 -30.8 11 Steel Casing for Boring, Jacking and Direct Burial 9- 30.8(1) 12 13 Flow Strainers 9- 30.8(2) Pressure Gauges 9- 30.8(3) 14 15 This specification addresses pipe and appurtenances twenty -four inch (24 ") in diameter and 16 smaller. Water distribution material incorporated in the Work shall be new. 17 18 The Contractor shall provide to the Engineer the names of the manufacturer(s) of the water 19 distribution materials proposed for inclusion in the Work, which materials shall conform in every 20 respect to these Specifications. If so required by these Contract Documents, the Contractor 21 Engineer in h names of the manufacturers of the water shall provide to the Eng ee addition to manufacturer( s) 22 distribution materials, the Manufacturer's Certificate of Compliance meeting the provisions of the 23 General Conditions, for the materials proposed for inclusion in the Work. As used in this 24 Specification, the term "lot of material delivered to the Work" shall mean a shipment of the water 25 distribution materials as it is delivered to the job site. 26 27 The Engineer shall have free access to all testing and records pertaining to material to be 28 delivered to the job site. The Engineer may elect to be present at any or all material testing 29 operations. 30 31 7 -10.3 Construction Requirements 32 33 Trench excavation, bedding and backfill for water mains are described in Section 7 -09. 34 Installation of water main pipe and fittings is described in Section 7 -08. Installation of water 35 36 main valves is described in Section 7 12. Installation of fire hydrants is described in Section 7- 14. Installation of water service connections is described in Section 7 -15. 37 38 7 -10.4 Measurement 39 40 Measurement of water main pipe and fittings are described in Section 7 -08.4. Measurement of 41 water main valves is described in Section 7 -12.4. Measurement of fire hydrants is described in 42 Section 7 -14.4. Measurement of water service connections is described in Section 7 -15.4. 43 44 7 -10.5 Payment 45 46 Payment for water main pipe and fittings are described in Section 7 -08.5. Payment for water 47 main valves is described in Section 7 -12.5. Payment for fire hydrants is described in Section 7- 48 14.5. Payment for water service connections is described in Section 7 -15.5. 49 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFBA 14 -105 Water Quality Vault Page 123 March 2014 r S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 124 March 2014 H t 1 7 -12 VALVES FOR WATER MAINS 2 7 -12.1 Description 3 Supplement Section 7 -12.1 with the following: 4 5 6 Valves for water mains shall be suitable for ordinary water works service, intended to be 7 installed in a normal position on buried and non- buried pipelines for water distribution systems. 8 9 Valves shall open counterclockwise and, when buried, shall be equipped with a two inch (2 ") 10 square AVWVA standard operating nut. Unless otherwise specified, all valves shall be the non 11 rising stem type. 12 13 7 -12.2 Materials 14 Revise Section 7 -12.2 with the following: 15 16 * * * *) 17 Materials shall meet the requirements of the following Sections: 18 19 Valves 9 -30.3 20 Valve Boxes 9- 30.3(4) 21 End Connections 9- 30.3(9) 22 Gate Valves (2" -12 ") 9- 30.3(10) 23 Resilient- Seated Gate Valves (4" - 12 ") 9- 30.3(11) 24 25 7 -12.3 Construction Requirements 26 27 7- 12.3(2) Valve Installation 28 New Subsection , 29 30 ( * *) 31 All valves shall be inspected upon delivery in the field to ensure proper working order 32 before installation. They shall be set and connected to the pipe in the manner as set forth 33 in the AVWVA standard for the type of connecting ends furnished. The valves shall be 34 carefully inspected for injury to the outer protective coatings. At all places where the 35 coating has been ruptured or scraped off, the damaged area shall be cleaned to expose 36 bare metal, and the area cleaned shall then be recoated with two (2) or more field coats of 37 approved protective coating. 38 39 Upon delivery to the Project, all valves shall be opened to prevent the collection of water in 40 the valve while being stored. The interiors of the valves shall be cleaned of all deleterious 41 material and shall be carefully inspected in both the open and closed position prior to 42 installation. The valve operating stem shall be set plumb when installed, unless otherwise 43 shown in the Plans. As provided for in Section 7- 09.3(5) "Grade, Depth and Alignment," the 44 depth of trench excavation shall be such that the minimum cover over any valve operating 45 nut is one foot (1). No valve shall be located in such a location as to be within any 46 roadside ditch, drainage ditch, drainage channel or other low area that collects intermittent 47 drainage water. Valves not flanged to fitting groups shall be provided with concrete thrust 48 blocking meeting the requirements of the Standard Plans. 49 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 124 March 2014 H t 1 1 Backfiiling and compaction around the valves shall be as specified in Section 7- 09.3(10) 2 3 "Backfilling Trenches," and Section 7- 09.3(11) "Compaction of Backfill." After installation all valves shall be subjected to hydrostatic pressure testing and disinfection procedures as 4 specified in Section 7- 09.3(24) "Disinfection of Water Mains," and Section 7- 09.3(23) 5 "Hydrostatic Pressure Test." Should any defects in the design, materials or workmanship 6 appear during these tests, the Contractor shall correct such defects with the least possible 7 delay and to the satisfaction of the Contracting Agency. 8 9 7- 12.3(3) Valve Box Installation 10 New Subsection 11 13 Valve boxes shall be set plumb and centered over the valve or valve operator where the 14 axis of the valve box is common with the projected axis of the valve stem, in a manner that 15 the valve box does not transmit shock or stress to the valve. The valve box bottom section 16 shall be installed in a manner as to be supported by a minimum backfill, or by a styrofoam 17 collar, not less than two inches (2 ") in thickness. The bottom section shall not rest directly 18 upon the body of the valve or upon the water pipeline. Backfill shall be carefully tamped 19 around the valve box bottom and top sections to a distance of three feet (3) on all sides of 20 it, or to the undisturbed trench wall if it is closer. The valve box cover shall be set flush with 21 the existing or proposed finished grade for streets, sidewalks, driveways and the like, 22 whichever is applicable, with the lug slots oriented such that the lugs of the cover are 23 parallel with the water main. Where valves are set in unimproved areas, the valve box 24 cover shall be set four inches (4 ") above finished grade. No deleterious material and debris 25 26 shall be left within the valve box. Cast iron soil pipe shall be provided and installed between valve box bottom and top sections for deep valve installations. - 27 28 7- 12.3(4)Asphalt Valve Box Protective Pad Installation 29 New Subsection 30 32 All valves with valve boxes located outside a paved surface shall be provided with an 33 valve box protective ad shall be asphalt valve. box :protective pad. The asphalt p p 34 constructed to the dimensions shown and otherwise in accordance with the Standard 35 Plans. 36 37 7 -12.4 Measurement t 38 39 Supplement Section 7 -12.4 with the following: 40 ( * * * * * *) 41 Measurement of valves shall be per each for each type and size installed, except those 42 gate valves, resilient- seated gate valves, check valves, pressure reducing valves, and 43 pressure relief valves which are specifically included in other items of work. 44 45 7 -12.5 Payment 46 Replace Section 7.12.5 with the following: 47 48 ( * * * *) 49 Payment will be made for each of the following bid items that are included in the Proposal: 50 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 125 March 2014 1 "Gate Valve In.," per each. 2 3 Payment for surface and subsurface restoration will be made under the applicable items 4 shown in the Proposal. - 5 6 7 -21 Stormwater Treatment Systems 7 Section 7 -21 is added: 8 9 10 7 -21.1 Description 11 12 7- 21.1(1) Work Included 13 14 This work consists of constructing the Stormwater Treatment System, Stormwater Pre- 15 treatment System and Flow Splitter of the type and sizes designated in accordance with the 16 Plans, Specifications in conformity with the lines and grades. 17 18 7- 21.1(2) Genera / 19 20 Like items of equipment specified herein shall be the end products of one manufacturer in 21 order to achieve standardization for operation, maintenance, spare parts, and 22 manufacturer's service. 23" 24 The use of the manufacturer's name and model or catalog number is for the purpose of 25 establishing the standard of quality and general configuration only. Products of other ' 26 manufacturers will be considered in accordance with the General Conditions. 27 28 7- 21.1(3) Manufacturers' Services - 29 30 A manufacturer's representative for the equipment specified herein shall be present on the 31 jobsite for a minimum of 3 person -days total, travel time excluded, for installation 32 assistance, inspection, and certification of the equipment installation and proper operation. 33 34 7- 21.1(4) Submittals 35 36 Submittals for the stormwater filters and pretreatment systems shall include the following 37 items in accordance with Division 1, GENERAL REQUIREMENTS. 38 39 1. Shop Drawings for each Stormwater Treatment System, Stormwater pre- Treatment 40 System, and Flow Splitter installation including size, location, inlet and outlet inverts, 41 appurtenant piping, valves, access ways, venting details; bedding, backflll, concrete 42 top slab, and anti- floatation anchorage tiedown system details. The concrete top 43 slab design shall be prepared by a registered structural engineer and provide HS -20 44 loading for each system. 45 2. Complete materials list. 46 3. Documentation of corrosion protection package elements and all site- specific 47 protection needs. , 48 4. Manufacturer's data and calculations to demonstrate compliance with product 49 criteria included within these Specifications. S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 126 March 2014 r 1 5. Manufacturer's recommended installation and maintenance procedures. 2 3 6. Manufacturer's certificate of satisfactory installation and warranty. 4 7 -21.2 Materials 5 6 7- 21.2(1) Stormwater Treatment System and Stormwater Pre- Treatment 7 System 8 9 The stormwater Treatment System and pretreatment system shall be delivered to the site 10 prepackaged and complete. 11 12 The Stormwater Treatment System shall include: 13 14 1. A stormwater vault with a bank of media cartridges, as described under 15 Conformance with Standards below. Also include twenty -five (25) replacement 16 cartridges to be delivered to the City's maintenance yard. Call 253.835.2755 two 17 working days ahead to coordinate delivery. 18 2. Fittings and required extension piping for vents. 19 3. Access manholes and galvanized steel ladders with required extensions. 20 4. Lifting lugs at balancing points for handling and installation. 21 5. Identification nameplates affixed to a prominent location, durable and legible 22 throughout equipment life. 23 24 The Stormwater Filter shall be as follows or equal as approved by the Engineer: 25 26 StormFilterTrm manufactured by Contech Engineered Solutions with CSF 0 Media 27 28 29 The Stormwater Pre - Treatrment System shall include: 30 1. A circular "swirl chamber' within a manhole to treat the incoming water containing a 31 sludge retaining baffle and oil retaining baffle. - 32 2. Fittings and required extension piping for vents. 33 3. Access manholes and galvanized steel ladders with required extensions. 34 4. Lifting lugs at balancing points for handling and installation. 35 5. Identification nameplates affixed to a prominent location, durable and legible 36 throughout equipment life. 37 38 The Stormwater Pre- Treatment System shall be as follows or equal as approved by the ' 39 Engineer: 40 41 42 CDSTM Stormwater Treatment System manufactured by Contech Engineered Solutions 43 The system shall have "General Use Level Designation" for TSS Pretreatment from the 44 Washington State Dept of Ecology. See 45 46 http:// www. ecy. wa. aov/ programs/ wg/ stormwater /newtech /technologies.html 47 48 The system shall function as designed by the manufacturer when fit within the plan 49 footprints and hydraulic profiles as shown on the plans. 50 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFR# 14 -105 Water Quality Vault Page 127 March 2014 1 Locking manhole frames and covers shall have the word "DRAIN" on the cover. 2 3 All metal parts shall be corrosion resistant. , 4 5 6 7- 21.2(2) Flow Splitter 7 The stormwater flow splitter shall be delivered to the site prepackaged and complete. 8 9 The flow splitter shall include: 10 11 1. A stormwater manhole with an adjustable weir, as described under Conformance 12 with Standards above. 13 2. Fittings and required grade rings. 14 3. Access manholes and galvanized steel ladders with required extensions. 15 4. Lifting lugs at balancing points for handling and installation. 16 5. Identification nameplates affixed to a prominent location, durable and legible , 17 throughout equipment life. 18 19 The flow splitter shall be as follows or equal as approved by the Engineer: 20 21 StormgateTM manufactured by Contech Engineered Solutions 22 23 The flow splitter shall function as designed by the manufacturer when fit within the plan 24 footprints and hydraulic profiles as shown on the plans. 25 26 Locking manhole frames and covers shall have the word "DRAIN" on the cover. , 27 28 All metal parts shall be corrosion resistant.\ 29 30 7- 21.2(3) Stormwater Treatment System, Stormwater Pre- Treatment System 31 and Flow Splitter Bedding and Backfill 32 33 Bedding and backfill materials for stormwater treatment system, Stormwater Pre - Treatment 34 System, and Flow Splitter installation shall be in accordance with Section 7 -05.3. 35 ,36 7- 21.2(4) Conformance with Standards 37 38 The Stormwater Treatment System and the respective Stormwater Pre- Treatment System 39 shall be capable of removing 80% TSS. They shall conform to applicable ASTM standards 40 for underground precast concrete utility installation, and shall meet the following minimum 41 performance and sizing requirements: 42 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 128 March 2014 3 4 Stormwater Treatment System shall include a filter chamber with a bank of media filled 5 cartridges. The cartridges shall filter stormwater observable from the surface and 6 horizontally across the media with siphonic action across the entire media area during the 7 treatment flow. Hoods and separate valves controlling flow to each media cartridge shall be 8 used to limit blockages to individual cartridges.' 9 Treatment Flow Minimum Peak Maximum flow Maximum flow to The hydraulic profiles and horizontal footprint of the Stormwater Treatment System, = 2 -year, 15- Minimum Flow Rate or WQ treatment Minimum minute Flow year 24hr Flow Treatment Flow Internal Bypass = Maximum Sediment Minimum cfs = 2 -year, 15- 100 -year 24hr Headloss at Storage Oil Storage 2.03 cfs minute Flow Flow (cfs) from Treatment- Capacity Capacity inspect and repair or replace defective parts during warranty period at no additional cost to cfs Flow Splitter Flow feet c al Stormwater 22 7 -21.3 Construction Requirements 23 Treatment 1.85 cfs 2.03 cfs 3.05 ft - - System 26 Installation of Stormwater Treatment System, Stormwater Pre - Treatment System, Flow 27 Stormwater S 320th Street at 20th Avenue S Special Provisions Pre- Treatment 1.85 cfs 2.03 cfs 1.0 ft 1.45 cy 143 gal System 3 4 Stormwater Treatment System shall include a filter chamber with a bank of media filled 5 cartridges. The cartridges shall filter stormwater observable from the surface and 6 horizontally across the media with siphonic action across the entire media area during the 7 treatment flow. Hoods and separate valves controlling flow to each media cartridge shall be 8 used to limit blockages to individual cartridges.' 9 Treatment Flow Peak Flow Maximum flow Maximum flow to The hydraulic profiles and horizontal footprint of the Stormwater Treatment System, = 2 -year, 15- Rate 100- through Bypass at WQ treatment 13 minute Flow year 24hr Flow Treatment Flow system at Peak Flow cfs cfs cfs cfs Flow Splitter 1.85 cfs 4.31 cfs 0 cfs 2.03 cfs 10 11 The hydraulic profiles and horizontal footprint of the Stormwater Treatment System, 12 Stormwater Pre- Treatment System and Flow Splitter shall fit within the storm drain profiles 13 and horizontal areas depicted for each system on the plans. Site conditions will limit the 14 selection of individual treatment units. 15 16 7- 21.2(5) Warranties 17 Manufacturer shall warrant all products to be free from defects in materials and 18 workmanship for a minimum of _1 year from the date of installation. Manufacturer shall 19 inspect and repair or replace defective parts during warranty period at no additional cost to 20 Owner. 21 22 7 -21.3 Construction Requirements 23 24 7- 21.3(1) General 25 26 Installation of Stormwater Treatment System, Stormwater Pre - Treatment System, Flow 27 Splitter and all appurtenances shall be in accordance with the Drawings and the S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 129 March 2014 I � 1 1 manufacturer's recommended installation procedures, and fit within the footprint plan area 2 and profile grades shown on the Drawings. 1 3 1 1 4 Bedding and backfill for the Stormwater Filter Treatment System, Stormwater Pre - 5 Treatment System and Flow Splitter shall be installed in accordance with Division 2, 6 Earthwork. Refer to the Geotechnical Report for subsurface information. 7 8 Contractor shall exercise extreme care in the site storage, transport, and installation of the 9 Stormwater Filter Treatment System, Stormwater Pre- Treatment System, Flow Splitter, and 10 appurtenant piping. Damage as a result of improper handling or installation shall be the 11 sole responsibility of Contractor and shall be repaired in accordance with manufacturer 12 recommendations or replaced at no additional cost to Owner. 13 , 14 Concrete placed for the Stormwater Filter Treatment System, Stormwater Pre - Treatment 15 System, and Flow Splitter shall be placed in accordance with section 6 -02 16 17 Shoring and extra excavation for the construction of the Stormwater Filter Treatment 18 System, Stormwater Pre - Treatment System, and Flow Splitter vaults is limited as specified 19 in section 2 -09. 20 21 The installation of the media filter cartridge units shall occur after the road surface has been 22 paved and surrounding area stabilized. The media filter cartridge units shall be cleaned and 23 filter media replaced at no cost to the owner if installed and contaminated prior to 24 stabilization. 25 26 7- 21.3(2) Installation Warranty r 27 28 Manufacturer's representative shall observe installation of the Stormwater Filter Treatment 29 System, Stormwater Pre- Treatment System, and Flow Splitter and shall provide a 30 certificate of satisfactory installation to Owner prior to operation. 31 32 7- 21.3(3) Operational Testing 33 34 The Manufacturers shall participate in and observe operational testing of the Stormwater 35 Filter Treatment System, Stormwater Pre- Treatment System, and Flow Splitter for design 36 performance. All observed problems shall be rectified prior to Owner acceptance. 37 38 7 -21.4 Measurement 39 40 Stormwater Treatment System, Stormwater Pre - Treatment System, and Flow Splitter will not be 41 measured. 42 43 Bedding associated with Stormwater Treatment System, Stormwater Pre- Treatment System, 44 45 and Flow Splitter will not be measured as it shall be incidental to the lump sum item. 46 7 -21.5 Payment 47 48 Payment will be made for the following bid items: ' 49 50 "Stormwater Treatment System ", per lump sum S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 130 March 2014 1 2 3 "Stormwater Pre - Treatment System ", per lump sum - 4 "Flow Splitter", per lump sum 5 ' 6 The lump sum contract prices for Stormwater Treatment System, Stormwater Pre- Treatment 7 System, and Flow Splitter, shall be full pay for furnishing all labor, tools, equipment, and 8 materials necessary to complete each system according to the Plans and Specifications, 9 including removal of existing utilities, dewatering (if required), foundation material, bedding, 10 - compaction, connections to storm drains, top slab, surface restoration, testing and cleaning, 11 n I accessories such as access covers cast iron rings, submittals, and furnishing and placing of all acces , 9 p 9 9 12 13 traps, steps, grating, orifice plates, gate valves, flanges, and other hardware items. 14 Structure excavation for the placement of the Stormwater Treatment System, Stormwater Pre - 15 Treatment System, and Flow Splitter, shall be paid as "Structure Excavation Class B Incl Haul" 16 and "Shoring and Extra Excavation Class B" as specified in 2 -09.5. 17 18 "Gravel Borrow for Trench Backfill Incl. Haul' shall be used for backfill unless the engineer has < approved the use of native material for backfill and shall be paid in accordance with 7 -09.5. '19 20 21 22 END OF DIVISION 7 23 24 I i S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14105 Water Quality Vault Page 131 March 2014 1 Division 8 2 3 Miscellaneous Construction 4 8-01 Erosion Control and Water Pollution Control 5 6 8-01.4 Measurement 7 Section 8 -01.4 is supplemented with the following: 8 10 Inlet protection will be measured per each for each initial installation at a drainage structure. 11 12 ESC Lead will be measured per day for each day that an inspection is made and a report is 13 filed. 14 1.5 No specific unit of measurement will apply to the force account item of "ErosionMater Pollution' 16 Control". ' 17 18 19 8 -01.5 Payment Section 8 -01.5 is supplemented with the following: 20 22 Inlet Protection , p er each. , 23 24 "ESC Lead ", per day. 25 "ErosioniWater Pollution Control ", by force account as provided in Section 1- 09.6.' 26 Maintenance and removal of erosion and water pollution control devices including removal 27 and disposal of sediment, stabilization and rehabilitation of soil disturbed by these activities, 28 and any additional Work deemed necessary by the Engineer to control erosion and water - 29 pollution will be paid by force account in accordance with Section 1 -09.6 ' 30 31 (April 3, 2006 WSDOT GSP) 32 All costs associated with the treatment of pH in high pH stormwater or dewatering water 33 shall be included in the applicable concrete, grinding orsawcutting items of work. 34 35 $ -02 Roadside Restoration 36 37 8 -02.3 Construction Requirements 38 Section 8 -02.3 is supplemented with the following: 39 40 8 -02.4 Measurement 41 Section 8 -02.4 is supplemented with the following: 42 43 "Topsoil Type C will be measured per acre along the grade and slope of the area covered p Yp p 9 9 p 44 immediately after application. 45 46 "Bark or Wood Chip Mulch", will be measured per acre along the grade and slope of the 47 area covered immediately after application. 48 49 8 -02.5 Payment 50 Section 8 -02.5 is supplemented with the following: S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 132 March 2014 1 1 2 3 "Topsoil Type C ", per acre. 4 The unit contract price per acre for "Topsoil Type C" shall be full pay for providing the 5 source of material for topsoil Type C, for pre - excavation weed control, excavating, loading, 6 hauling, intermediate windrowing, stockpiling, weed control on stockpiles or windrows, and 7 removal, placing, spreading, processing, cultivating, and compacting topsoil Type C. 8 10 `Bask or Wood Chip Mulch ", per acre. 11 12 13 The unit contract price per acre for "Bark or Wood Chip Mulch" shall include all materials, labor, tools, and equipment to load, haul, and spread the bark or wood chips in the areas 14 disturbed during construction, or as directed by the Engineer. 15 16 8-04 Curbs, Gutters, And Spillways 17 18 8-04.4 Measurement 19 Section 8 -04.4 is supplemented with the following: 20 22 All curbs and curb and gutter will be measured by the linear foot along the line and slope of 23 the completed curb and gutter. 24 25 8-04.5 Payment 26 Section 8 -04.5 is supplemented with the following: 27 ' 28 29 * * * * * *) Cement Conc. Traffic Curb and Gutter", per linear foot. 30 31 8 -14 Cement Concrete Sidewalks 32 33 8 -14.3 Construction Requirements 34 35 Section 8 -14.3 is supplemented with the following: - 36 37 (April 4, 2011 WVSDOT GSP) 38 The Contractor shall request a pre- meeting with the Engineer to be held 2 to 5 working 39 days before any work can start on cement concrete sidewalks, curb ramps or other 40 pedestrian access routes to discuss construction requirements. Those attending shall 41 42 include: 43 1. The Prime Contractor and Subcontractor in charge of constructing forms, and 44 placing, and finishing the cement concrete. 45 46 2. Project Engineer (or representative) and Project Inspectors for the cement 47 concrete sidewalk, curb ramp or pedestrian access route Work. 48 49 Items to be discussed in this meeting shall include, at a minimum, the following: 50 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 133 March 2014 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 134 Special Provisions RFB# 14 -105 March 2014 1 t 1 1. Slopes shown on the Plans. 2 3 2. Inspection 4 5 3. Traffic control 6 7 4. Pedestrian control, access routes and delineation 8 9 5. Accommodating utilities 10 11 6. Form work 12 13 7. Installation of detectable warning surfaces 14 15 8- 14.4 Measurement 16 17 Cement concrete sidewalks will be measured by the square yard of finished surface and will not 18 include the surface area of the curb ramps. 19 20 Section 8 -14.4 is supplemented with the following: 21 22 ( * * * * * *) 23 Cement concrete curb ramp will be measured per each for the complete curb ramp i 24 installed. 25 27 Detectable warning surfaces will not be measured as they shall be incidental to the 28 concrete or other items of work. 29 30 8 -14.5 Payment 31 Payment will be made in accordance with Section 1- 04.1, for the following' Bid items when 32 included in the Proposal: 33 34 per square yard. Cement Conc. Sidewalk Y p Q 35 36 Section 8 -14.4 is supplemented with the following: 37 38 ( * * * * * *) ", 39 "Cement Conc. Curb Ramp per each. 40 41 8 -22 Pavement Marking 42 !43 8 -22.1 Description 44 Section 8 -22.1 is supplemented with the following: 45 (December 18, 2009 ,46 47 48 Pavement markings shall conform to City of Federal Way Standard Details. 49 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 134 Special Provisions RFB# 14 -105 March 2014 1 1 8 -22.4 Measurement 2 3 Section 8 -22.4 is supplemented with the following: 4 * * * * ** ( ) 5 The measurement for "Paint Line" will be based on the total length of each 4 inch wide paint ' 6 line installed. No deduction will be made for the unmarked area when the marking includes 7 a broken line such as center line, dotted extension line, center line with no -pass line, lane 8 line, reversible lane line, or two -way left -turn center line. 9 10 Traffic arrows, will be measured per each. Type 1 through 6 traffic arrows will be measured 11 as one unit each, regardless of the number of arrow heads. 12 " 13 8 -22.5 Payment 14 Section 8 -22.5 is deleted and replaced with the following: 15 * * * * ** 16 17 - f h Payment will be made in accordance with Section 1-04.1 or each of the following Bid Items: 18 "Paint Line ", per linear foot: 19 20 "Plastic Traffic Arrow ", per each. 21 22 The lump sum bid price in the Proposal will be full compensation for the costs of all labor, 23 tools, equipment, and materials necessary or incidental to removing all types of markings 24 and disposing of offsite. 25 26 Add the following new section: 27 8 -31 _Resolution Of Utility Conflicts 28 30 8 -31.1 Description 31 This work involves the identification and resolution of utility conflicts not identified in the plans 32 between proposed improvements and existing utilities. The Contracting Agency will pay these 33 costs by force account if the work proves to be acceptable and the Contractor had performed 34 the work with the authority of and due notice to the Engineer. 35 1 36 8 -31.3 Construction Requirements 37 The contracting agency may direct the Contractor to pothole existing utilities to verify the field 38 location and depth. Potholing shall include excavation and backfilling of the existing utility, 39 identification of the pipe or line size, material type and condition and the survey work to locate 40 the facility horizontally and vertically. Survey information to be obtained shall include station 41 42 and offset to center of utility and elevation at top of utility. Stations, offsets and elevations shall be to the nearest 0.1 foot unless greater accuracy is required. Potholes shall be backfilled with 43 CSBC unless otherwise directed by the Engineer. In areas subject to public traffic, the upper 44 four inches of the pothole shall be backfilled with Temporary Pavement in accordance with 45. Section 5- 04.3(22). 46 In the event that a conflict arises between the proposed improvements and an existing utility, the 47 Resolution of Utility Conflicts item will compensate the Contractor for standby time and ' 48 additional work in the following manner: S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 135 March 2014 II 1 1. Standby time resulting from existing utility. conflicts 2 a) Standby time is defined as time the Contractor is unable to proceed with progression of 3 a specific work item (i.e. storm drainage, underground utility installation etc.) due to , 4 conflicts with existing. facilities. However, payment for standby time shall be limited to: 5 6 (1) For each agreed upon conflict, a maximum of four (4) hours of standby time will be 7 paid for actual delay of labor and equipment due to a utility conflict. The Contractor 8 shall be responsible to adjust his work schedule and /or reassign his work forces 9 and equipment to other areas of work to minimize standby time. 10 11 (2) If the conflict is resolved within one (1) hour of notification to the Engineer, no 12 standby time will be paid. 13 14 2. Additional work required to resolve utility conflicts will be paid for at the bid unit prices for the 15 associated work. Work that can be measured and paid for at the unit contract prices shall 16 not be identified as force account work. This work includes but is not limited to: 17 18 (1) Storm drainage manhole, pipe, vault, and conduit realignments of line and /or grade 19 for the storm drain and undergrounding of overhead utilities, to avoid existing utility " 20 conflicts. 21 22 (2) Additional storm drainage manholes, pipe, vaults, and conduit required by a change 23 in alignment, and /or grade, not exceeding the limits set in section 1 -04.4 of the 24 Standard Specifications. 25 26 8-31.4 Measurement , 27 28 No specific unit of measurement will apply to the force account item of "Utility potholing ". 29 30 8 -31.5 Payment 31 32 "Utility Potholing ", will be paid by force account as provided in Section 1 -09.6. 33 All costs for resolving utility conflicts and potholing will be paid for by force account in 34 accordance with section 1 -09.6. To provide a common proposal for all bidders, the Contracting 35 Agency has estimated the amount for "AC Water Relocation or Replacementt' and "Utility 36 Potholing" and entered the amounts in the proposal to become a part of the total bid by the 37 Contractor. Utility conflicts due to the Contractor's actions or operations shall be resolved by the 38 Contractor at no expense to the Contracting Agency. 39 40 END OF DIVISION 8 41 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 136 March 2014 I I 1 ' 2 3 Division 9 WATER DISTRIBUTION MATERIALS 4 5 6 9 -30.1 Pipe Supplement Section 9 -30.1 with the following: 7 9 All pipe shall be clearly marked with the manufacturer's name, type, class and thickness as 10 applicable. Lettering shall be legible and permanent under normal conditions of handling and 11 storage. 12 13 All materials shall be new and undamaged. The same manufacturer of each item shall be used 14 throughout the Work. 15 16 9- 30.1(1) Ductile Iron Pipe 17 18 Delete the first paragraph of this Section and replace it with the following: 19 20 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. 21 Ductile iron pipe shall have a cement mortar lining meeting the requirements of AWWA 22 C104. Ductile iron pipe to be joined using bolted flanged joints shall be Standard Thickness 23 Class 53. All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness 24 as shown on the Plans. 25 26 Delete the third paragraph of this Section and replace it with the following: 27 28 3. Where shown on the Plans or otherwise required to restrain thrust, the thrust restraint 29 system between lengths of ductile iron pipe 4 inches and larger with mechanical joints shall 30 be: 31 32 "Series 1100 MEGALUG" as manufactured by EBAA'Iron Sales, Inc. of Eastland, Texas., or 33 "Field Lok 350 Gaskets ". 34 35 All thrust restraint system devices shall be UL listed and FM approved. 36 37 9-30.2 Fittings 38 39 9- 30.2(1) Ductile Iron Pipe 40 Replace Section 9- 30.2(1) with the following: 41 42 ( * * * * * *) 43 Fittings for ductile iron pipe shall meet the following requirements: 44 45 Ductile iron mechanical joint, 'long" body rated for 350 psi working pressure, 46 unless a different working pressure is shown on the Plans. The fitting dimensions, metal 47 thicknesses and manufacturing process shall conform to AWWA C110. Rubber gaskets for 48 mechanical joints shall be in accordance with AWWA C111. 49 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 137 March 2014 I I 1 Ductile iron mechanical joint compact/' short body rated for 350 psi working 2 pressure, unless a different working pressure is shown on the Plans. The fitting 3 dimensions, metal thicknesses and manufacturing process shall conform to AWWA 0110, 4 Rubber gaskets for mechanical joints shall be in accordance with AWWA C111 `. 5 6 Ductile iron push -on joint, "long" body rated for 350 psi working pressure, unless ' 7 a different working pressure is ` shown on the Plans. The fitting dimensions, metal 8 thicknesses and manufacturing process shall conform to AWWA C110.. Rubber gaskets for 9 push -on joints shall be in accordance with AWWA C111. 10 11 Ductile iron push -on joint, compact/"short" body rated for 350 psi working 12 pressure, unless a different working pressure is shown on the Plans. The fitting 13 dimensions, metal thicknesses and manufacturing process shall conform to AWWA C153. t 14 Rubber gaskets for push -on joints shall be in accordance with AWWA C111. 15 16 Ductile iron flanged joint, rated for 250 psi working pressure, unless a different 17 working pressure is shown on the Plans. The fitting dimensions, metal thicknesses and 18 manufacturing process shall conform to AWWA C110. The dimensions and drilling of flange 19 connections shall conform to the dimensions of ANSI B16.1 for cast iron /ductile iron flanges 20 and flanged fittings, Class 125, unless otherwise shown on the Plans. All flanged faces 21 shall be machined. Gasket material for flat faced or raised faced flanges shall be one- 22 eighth inch (1/8 ") minimum thickness neoprene having a durometer measurement of sixty 23 (60) plus or minus five (t 5). Gaskets for flanges having a recess machined to receive an ' 24 O ring shall be Neoprene and shall have the dimensions and durometer measurement as 25 recommended by the manufacturer for the particular service application. 26 27 Ductile iron, plain end, compactf" short" body rated for 350 psi working pressure, 28 unless a different working pressure is shown on the Plans. The fitting dimensions, metal 29 thicknesses and manufacturing process shall conform to AWWA C153. 30 31 All fittings shall be cement -mortar lined and seal coated in accordance with AWWA C104. 32 33 9- 30.2(6) Restrained Joints 34 Section 9- 30.2(6) is supplemented with the following: 35 37 Where shown on the Plans or otherwise required to restrain thrust, the thrust restraint 38 system for mechanical joint fittings shall be: 39 40 "Series 1100 MEGALUG" as manufactured by EBAA Iron Sales, Inc. of Eastland, Texas 41 or Field Lok 350 Gaskets. 42 43 All thrust restraint system devices shall be UL listed and FM approved. 44 45 9- 30.2(12) Transition, Reducing and Flexible Couplings 46 New Section 47 48 49 Transition couplings, reducing couplings, transition- reducing couplings and flexible ' 50 couplings for water mains shall be compression type with ductile iron cast components 51 conforming to AWWA C219. Center rings /sleeves shall be ductile iron con - forming to ASTM S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 138 March 2014 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 139 March 2014 1 A536, grade 65 45 12 or malleable iron conforming to ASTM A47, grade 32510 or 35018. 2 End rings/followers shall be ductile iron conforming to ASTM A536, grade 65 45 12 or ' 3 malleable iron conforming to ASTM A47, grade 32510 or 35018. 4 5 Gaskets shall be vulcanized, molded or extruded, natural or synthetic rubber free from 6 porous areas, foreign materials, and visible defects. Reclaimed rubber shall not be used. 7 Gaskets shall meet the requirement of ASTM D2000. 8 9 Bolts shall be carriage type, high strength, low alloy _steel meeting the requirements of 10 ASTM A307 or ASTM F568 or high strength ductile iron meeting the requirements of ASTM 11 A536, grade 65 45 12. The bolts shall have national course rolled threads and heavy 12 13 hexagon nuts. 14 The coating of the coupling components shall be as applied in the factory by and to the 15 standards of the manufacturer. 16 17 Reducing and flexible /straight couplings shall not be used for plain end ductile iron/ductile 18 iron pipe connections, or ductile iron /PVC pipe connections; only mechanical joint sleeve 19 fittings shall be used in these cases. 20 21 9 -30.3 Valves 22 Section 9 -30.3 is replaced with the following: 23 24 * * * * * *) 25 The valves shall be standard patter of a manufacturer whose products are approved by the ' 26 Engineer and shall have the name or mark of the manufacturer, year valve casting was made, 27 size and working pressure plainly cast in raised letters on the valve body. 28 ' 29 The valve bodies shall be cast iron, ductile iron, or other approved material mounted with 30 approved non- corrosive metals. All wearing surfaces shall be bronze or other approved non - 31 corrosive material, and there shall be no moving bearing or contact surfaces of iron in contact 32 with iron. Contact surfaces shall be machined and finished in the best workmanlike manner, 33 and all wearing surfaces shall be easily renewable. 34 35 36 9- 30.3(4) Valve Boxes Supplement Section 9- 30.3(4) with the following: - 37 *) 38 39 ( * * * * * Valve boxes shall be installed on all buried valves. The box shall be of cast iron, two piece 40 slip type standard design with a minimum five inch" (5") inside diameter and base section 41 corresponding to the size and depth of the valve. The box shall be coal tar painted by the 42 manufacturer using its standard. The cover shall be cast iron "Lug" type, having the word 43 "WATER" cast into it. 44 45 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 139 March 2014 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 140 Special Provisions RFB# 14 -105 March 2014 1 1 9-30.3(9) End Connections 2 New Section 3 4 * * * *) ( 5 The dimensions of hub or bell end connections shall conform to the dimensions of AWWA 6 C100. The dimensions of mechanical joint connections shall conform to the dimensions of 7 ANSI A21.11. 8 9 The dimensions and drilling of flange connections shall conform to the dimensions of ANSI 10 616.1 for cast iron /ductile iron flanges and flanged fittings, Class 125, unless otherwise , 11 shown on the Plans. The bolt holes shall straddle the vertical centerlin . All flanged ed faces 12 shall be machined. 13 14 Where shown on the Plans or otherwise required to restrain thrust, the thrust. restraint 15 16 system for valves with mechanical joints shall conform to Section 9- 30.2(2) "Restrained Joints." 17 18 Tapered threaded ends shall conform to National Pipe Thread dimensions. 19 20 9- 30.3(10) Gate Valves (2 Inches to 12 Inches) 21 New Section 22 23 24 Gate valves shall have gray cast iron or ductile iron bodies with bronze gate rings mounted 25 26 onto the double discs. Gate valves shall have bronze disc -- spreading devices and O ring backing plate stem sealing feature. Gate valves shall open counterclockwise and shall i 27 have non rising stems, except OS & Y valves shall have rising stems. 28 29 Buried gate valves shall be equipped with standard two inch (2 ") wrench nuts made of gray 30 cast iron or ductile iron. Non buried gate valves shall be equipped with a standard hand 31 14 wheel, unless otherwise shown on the Plans. 32 33 Gate valves shall conform to AWWA C500. , I 34 35 9- 30.3(11) Resilient- Seated Gate Valves (4 Inches to 12 Inches) 36 New Section , 37 38 39 ( ) Resilient seated gate valves four inches (4 ") to twelve inches (12 ") shall have gray cast iron 40 or ductile iron bodies. The resilient valve seats may be applied to the body or gate and 41 shall seat against a corrosion resistant surface on the interior of the valve body. if guiding 42 is necessary to obtain shut off, the design shall be such that corrosion in the guide area 43 does not affect sealing. These valves shall have O ring backing plates. 44 45 Resilient seated gate valves four inches (4 ") to twelve inches (12 ") shall open 46 counterclockwise and shall have non rising stems, except OS & Y valves shall have rising 47 stems. 48 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Page 140 Special Provisions RFB# 14 -105 March 2014 1 1 Buried resilient seated gate valves four inches (4) " to twelve inches (1211 ) shall be equipped 2 with standard two inch (2 ") wrench nuts. Non buried valves shall be equipped with hand ' 3 wheels, unless otherwise shown on the Plans. 4 5 Resilient seated gate valves four inches (4 ") to twelve inches (12 ") shall conform to AWWA 6 C509. 7 8 9 END OF DIVISION 9 10 1 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 141 March 2014 1 (January 6, 2014) 2 Standard Plans ' 3 The State of Washington Standard Plans for Road, Bride and Municipal Construction M21 -01 g 9 p 4 transmitted under Publications Transmittal No. PT 13 -037, effective August 5, 2013 is made a 5 part of this contract. 6 7 The Standard Plans are revised as follows: 8 9 A -50.10 10 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-1 4a is revised to C -70.10 11 12 A -50.20 13 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-1 4a is revised to C -70.10 14 15 A -50.30 ' 16 Sheet 2 of 2, Plan (top), reference C-1 4a is revised to C -70.10 17 18 B -10.20 and B -10.40 19 Substitute. "step" in lieu of "handhold" on plan 20 21 B -25.20 22 Add Note 7. See Standard Specification Section 8 -04 for Curb and Gutter requirements , 23 24 25 B -90.40 Offset & Bend details, add the subtitle, "Plan View" above titles ' 26 27 C-1 6a 28 Note 1, reference C -28.40 is revised to C -20.10 , 29 30 C -16b 31 Note 3, reference C -28.40 is revised to C -20.10 32 33 C -20.10 34 35 All callouts for "W6 x 9 STEEL POST" are revised to read "W6 x 9 STEEL POST OR 6 x 8 TIMBER POST." 36 37 Isometric View, callout, "W6 x 9 x 6' LONG STEEL POST" is revised to read " "W6 x 9 x 6' 38 LONG STEEL POST OR 6 x 8 x 6' LONG TIMBER POST." , 39 40 Add General Note 5. "All posts for any standard barrier run shall be of the same type: 41 timber or steel." 42 43 C -20.40 44 All callouts for "W6 x 9 STEEL POST" are revised to read "W6 x 9 STEEL POST OR 6 x 8 45 TIMBER POST." ' 46 47 C- 20.42 48 The callout for "W6 x 9 STEEL POST" is revised to read "W6 x 9 STEEL POST OR 6 x 8 ' 49 TIMBER POST.,, 50 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 142 March 2014 1 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 143 March 2014 1 C -22.14 2 Section B, callout, " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT ' 3 WASHER, AND HEX NUT" is revised to read " 5/8" x 2" LONG BUTTON HEAD BOLT 4 WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR STEEL POST OR 5/8"x 19' 5 LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT ' 6 FOR TIMBER POST„ 7 8 C -22.16 9 Section B, callout, " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT 10 WASHER, AND HEX NUT" is revised to read " 5/8" x 2" LONG BUTTON HEAD BOLT 11 WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR STEEL POST OR 5/8"x 10" ' 12 13 LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR TIMBER POST„ 14 15 C -23.60 16 Add General Note 7. "Posts shall match those of connecting run: timber or steel." 17 18 C- 25.18 19 General Notes, Note 6 is revised to read" Posts 1 and 2 are 10 x 10 timber or W6 x 15 20 steel posts - T— 6" long. Posts 3 through 9 are 6 x 8 timber or W6 x 9 steel posts — 6'— 0' 21 long.. , ' 22 23 C- 25.80 24 Add General Note 5. "All posts for any standard barrier run shall be of the same type: _ 25 timber or steel." 26 27 C -70.10 28 Elevation, and Barrier Connection Detail, callout for premolded joint filler, revise Y4" to 3/8" 29 Note 1, revise Y4" to 3/8 ". ' 30 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional 31 Substitutions to 'Welded Wire Reinforcements shall conform to Standard Specification 32 Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, 33 for Concrete; may be substituted for reinforcing steel in accordance with Standard 34 Specification 6- 10.3." 35 36 C- 75.10 37 Elevation, callout for premolded joint filler, revise W to 3/8 ", Note 1, revise W to 3/8 ". 38 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "Optional 39 Substitutions to Welded Wire Reinforcements shall conform to Standard Specification ' 40 Sections 6-10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, 41 for Concrete may be substituted for reinforcing steel in ` accordance with Standard 42 Specification 6- 10.3." 43 44 C -75.20 45 46 Elevation, callout for premolded joint filler, revise %" to 3/8 ", Note 1, revise %4" to 318 ". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional 47 Substitutions to Welded Wire Reinforcements shall conform to Standard Specification 48 Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, 49 for Concrete may be substituted for reinforcing steel in accordance with Standard 50 Specification 6- 10:3." 51 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 143 March 2014 1 C -75.30 2 Elevation, and Plan views, callout for premolded joint filler, revise W, to 3/8" ", Note 1, 3 revise W to 3/8„ ' 4 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional 5 Substitutions to Welded Wire Reinforcements shall conform to Standard Specification 6 Sections 6-10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, , 7 for Concrete may be substituted for reinforcing steel in accordance with Standard 8 Specification 6- 10.3." 9 C -80.10 '10 11 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional 12 Substitutions to Welded Wire Reinforcements shall conform to Standard Specification 13 Sections 6-10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, 14 for Concrete may be substituted for reinforcing steel in accordance with Standard 15 Specification 6- 10.3." 16 '17 C -80.20 18 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional 19 Substitutions to Welded Wire Reinforcements shall conform to Standard Specification 20 Sections 6-10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, , 21 for Concrete may be substituted for reinforcing steel in accordance with Standard 22 Specification 6- 10.3." 23 ' 24 C -80.30 25 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " "Optional 26 Substitutions to Welded Wire Reinforcements shall conform to Standard Specification 27 Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, 28 for Concrete may be substituted for reinforcing steel in accordance with Standard 29 Specification 6- 10.3." 30 , 31 C- 80.40 - 32 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional 33 Substitutions to Welded Wire Reinforcements shall conform to Standard Specification , 34 Sections 6-10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, 35 for Concrete may be substituted for reinforcing steel in accordance with Standard 36 Specification 6- 10.3." ' 37 38 C- 85.14 39 General Notes, Note 1, reference to Standard Plan C -13 is revised to C -70.10 ' 40 41 C- 85.15 42 General Notes, Note 2, reference to Standard Plan C -13 is revised to C -70.10 43 , 44 C -85.16 45 General Notes, Note 1, reference to Standard Plan C -13 is revised to C- 70.10 46 47 C -85.18 48 General Notes, Note 1, reference to Standard Plan C -13 is revised to C -70.10 49 '50 C -85.20 51 General Notes, Note 3, reference to Standard Plan C -13 is revised to C- 70.10 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RPB #14 -105 Water Quality Vault Page 144 March 2014 1 2 F -10.12 ' 3 Note 1. See Standard Plan F -30.10 for Curb Expansion and Contraction Joint spacing. Is 4 revised to read; "See Standard Plan F -30.10 for Curb Expansion and Contraction Joint 5 spacing and see Standard Specification section 8 -04 and 9 -04 for additional requirements." 6 7 F -10.62 8 Plan Title, Precast Concrete Sloped Mountable Curb is revised to read; "Precast Sloped 9 Mountable Curb" 10 11 F- 10.64 ' 12 13 Plan Title, Plan Title, Precast Concrete Dual Faced Sloped Mountable Curb is revised to read; "Precast Dual Faced Sloped Mountable Curb" 14 15 F -30.10 16 Sections, left side of sheet, (4 places), dimension, Sidewalk - 6'- 0" MIN.(See Contract) is 17 revised to read; "Sidewalk (See Contract)" 18 Section, top middle of sheet, dimension, Sidewalk - 6'- 0" MIN. (See Contract) is revised ' 19 to read; "Sidewalk (See Contract)" 20 21 F- 80.10_ 22 callout, top middle of sheet, Match Sidewalk Width See Contract - Plans - 4' - 0" MIN. is ' 23 revised to read; "Match Sidewalk Width See Contract Plans" 24 dimension, PLAN VIEW TYPE 2, (2 places), 4'- 0" MIN, is revised to read; "(See Contract)" 25 dimension, SECTION C, See Contract Plans - 4' - 0" MIN. is revised to read; "See ' 26 Contract Plans" 27 28 G -60.20 29 Side View, callout, "Anchor Rod - 1 -3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 ' 30 Washers & 4 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for V -0" Min." is 31 revised to read; "Anchor Rod - 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 32 Washers & 6 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1' -0" Min." 33 34 G -60.30 35 End View, callout, "Anchor Rod - 1 -3/4" Diam. x 4' -4" Threaded 8" Min. Each End; W/ 2 ' 36 Washers & 4 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1' -0" Min." is 37 revised to read; - "Anchor Rod - 1 -3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 38 Washers & 6 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1' -0" Min." 39 40 H -70.20 41 Sheet 2, Spacing Detail, "Mailbox Support Type 1, reference to Standard Plan 1 -70.10 is 42 revised to H -70.10 ' 43 - 44 J -3b 45 Sheet 2 of 2, Plan View of Service Cabinet, Boxed Note, "SEE STANDARD PLAN J- 6C..." ' 46 is revised to read: "SEE STANDARD PLAN J- 10.10..." 47 Sheet 2 of 2, Plan View of Service Cabinet Notes, references to Std. Plan J -9a are revised 48 to J -60.05 (3 instances). 49 50 Sheet 2 of 2, "Right Side of Service Cabinet" detail, callout, 1 5/8" x 2 7/16" 12 GA. 51 SLOTTED STEEL CHANNEL BRACKETS (3 REQ'D), EMBED 12 "MIN. IN FOUNDATION." ' S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 145 March 2014 t 1 „ Is revised to read: 1 -5/8 x 3 -1/4„ , 12 GA. BACK TO BACK SLOTTED STEEL CHANNEL 2 3 BRACKETS (3 REQ'D), EMBED 12” MIN. IN FOUNDATION" ' 4 J- 10.10 5 Note 2. "The contractor shall install the conduits in the locations shown. Conduits shall 6 extend 2" min. above the coupling. The conduit containing unfused utility conductors shall 7 extend into the utility chase." is revised to read: 8 9 "The contractor shall install the conduits in the locations shown. Conduits shall extend 2" 10 min. above the coupling. The grounded end bushing on GRS conduit and the end bell 11 bushing on PVC conduit shall extend 3" max. above the coupling. The conduit containing 12 unfused utility conductors shall extend into the utility chase." 13 ' 14 Note 4. "The cabinets shall be attached to the foundation with 4 each: 1/2" x 12" X 2" X 4" 15 hot dip galv. anchor bolts, washers, and nuts. Stainless steel epoxy anchors may be 16 used as an alternative, and shall be 1/2" diam. x 9 ", or 5/8" diam. x 8 ". Bolts shall ' 17 extend 1 1/2" min. to 2" max. above the concrete pad." is revised to read: 18 19 "The cabinets shall be attached to the foundation with 4 each: Y2" x 12" x 2" x 4" anchor 20 bolts, washers, and nuts conforming to Section 9- 06.5(1) and galvanized after fabrication in , 21 accordance with AASHTO M 232. Stainless steel epoxy anchors may be used as an 22 alternative, and shall be %" diameter x 9 ", or 5/8" diameter x 8 ". Threaded Rod (conforming 23 to ASTM F 593), washers (conforming to ASTM A 240), and nuts (conforming to ASTM F 24 594), all shall be Type 304 stainless steel. Bolts shall extend 1. %2" min. to 2" max. above the 25 concrete pad." 26 27 J -10.15 28 ANCHOR BOLT detail, callout - ASTM A307 with washer and nut - Galvanized per 29 AASHTO M 232 is revised to read; "Anchor bolts, washers, and nuts conforming to Section 30 9- 06.5(1) and galvanized after fabrication in accordance with AASHTO M 232 " , 31 32 J -15.10 33 Elevation View (3x), Depth dimension, reads; "Depth — See Std. Spec. 9- 20.3(14)E and 34 Contract ", revised to read; "Depth - See Std. Spec. 8- 20.3(13)A and Contract" 35 36 J -15.15 , 37 General Notes, Note 3, reference to Standard Plan J -7c is revised to J -27.15 38 39 J -20.10 ' 40 Foundation Detail, callout, "Y2" diameter steel hex nut, with 1 Y2" flat washer (2) each req'd 41 per anchor bolt' is revised to read; Y2" diameter steel heavy hex nut, with W flat washer (2) 42 each req'd per anchor bolt 43 ' 44 J -20.11 45 Sheet 1, View A, callout, " %" x 26" full thread - (4) required Y2" hex nuts - (4) required per 46 anchor bolt" is revised to read; " %" x 24" full thread — (4) required %" heavy hex nuts - (4) ' 47 required per anchor bolt" 48 49 Section B, callout, "1/2" diameter steel hex nut, with W flat washer, (2) required per anchor ' 50 bolt" is revised to read; 1/2" diameter steel heavy hex nut, with %2" flat washer, (2) required 51 per anchor bolt S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14-105 Water Quality Vault Page 146 March 2014 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 147 March 2014 1 ' 2 3 Sheet 2, Elevation, callout, "Anchor bolt Y2" x 28" full thread - (4) required' /" hex nuts. (4) required per anchor bolt" is revised to read: Anchor bolt 3/4" x 36" full thread - (4) required 4 3/4" heavy hex nuts - (4) required per anchor bolt" 5 6 J -20.16 7 Elevation, callout, 1/4" Premolded Joint Filler" is revised to read; "3/8" Premolded Joint 8 Filler" 9 Add General Note 9. "Junction Box serving the Standard shall preferably be located 5'- 0" 10 (10'- 0" Max.) from the Standard." 11 12 13 J- 21.10 Sheet 1, Round Concrete Foundation Detail, Elevation, callout, "3/" hex nuts, steel, (4) 14 Req'd. per Anchor Bolt" is revised to read; Anchor bolt s /4" x 30" full thread - (4) required g/" 15 heavy hex nuts, steel, (4) Req'd. per Anchor Bolt 16 17 Sheet 1, Square Concrete Foundation Detail, Elevation, callout, "s /." hex nuts, steel, (4) 18 Req'd. per Anchor Bolt" is revised to read; Anchor bolt 3/4" x 30" full thread ^- (4) required %" 19 heavy hex nuts, steel, (4) Req'd. per Anchor Bolt 20 21 Sheet 1, Detail C, callout, "Base Plate Assembly - '/" Diam. steel hex nut, with 1 %" flat 22 washer, 2 each req'd per anchor bolt - minimum of 2 threads above top of nut or 5/8" ' 23 maximum (Typ.)" is revised to read; Base Plate Assembly - 3/4" heavy hex nut, with $ /4" flat _ 24 washer, 2 each req'd per anchor bolt - minimum of 2 threads above top of nut or 5/8" 25 maximum (Typ.)" 26 27 Sheet 2, Round Concrete Foundation Detail, Elevation, callout, "Anchor Bolts - (4) req'd 28 per assembly (Typ.)" is revised to read; Anchor Bolt %" x 30" full thread - (4) req'd per ' 29 assembly (Typ.)" 30 Callout, "3/4" hex nuts, steel - (4) req'd. per anchor bolt" is revised to read; 3/4" heavy hex 31 nuts, steel - (4) req'd. per anchor bolt 32 ■ 33 Sheet 2, Round Concrete Foundation Detail, Elevation, callout, "Anchor Bolts - (4) req'd 34 per assembly (Typ.)" is revised to read; Anchor Bolt %" x 30" full thread - (4) req'd per 35 36 assembly (Typ.)" Callout, "3/4" hex nuts, steel - (4) req'd. per anchor bolt" is revised to read; 3/4" heavy hex 37 nuts, steel - (4) req'd. per anchor bolt 38 39 - J -22.15 40 Ramp Meter Signal Standard, elevation, dimension 4'- 6" is revised to read; 6' -0" 41 42 J- 29.10 ' 43 Galvanized Welded Wire Mesh detail, callout - "Drill and Tap for %4" Diam. Cap Screw, 3 44 Places, @ 9" center, all 4 edges S.S. Screw, ASTM F593 and washer" 45 Is revised to read; 46 "Drill and Tap for %" Diam. Cap Screw, 3 Places, @ 9" center, all 4 edges S.S. Screw, 47 ASTM F593 and washer, Liberally coat the threads with Anti -seize Compound." ' 48 49 J -29.15 50 Title, "Camera Pole Standard" is revised to read; "Camera Pole Standard Details" 51 ' S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Special Provisions RFB# 14 -105 Page 147 March 2014 1 J -29 -16 2 3 Title, "Camera Pole Standard Details" is.revised to read; "Camera Pole Details" ' 4 J -60.14 5 All references to J -16b (6x) are revised to read; J -60.11 6 7 J- 75.40 8 Detail C, callout EQUIPMENT GROUNDING CONDUCTOR CLAMP TO STEEL 9 REINFORCING BAR, SIZE PER NEC MIN. SIZE # 8 10 Is revised to read; EQUIPMENT GROUNDING CONDUCTOR CLAMP TO STEEL ' 11 REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG 12 13 Detail C, callout — Stainless Steel, selftapping '/" Diam. Screw w/ S.S. Washer, space 14 approx. 9" O.C. is revised to read; "Stainless Steel, selftapping %" Diam. Screw w/ S.S. 15 Washer, space approx. 9" O.C., liberally coat the threads with Anti -seize compound" 16 17 J -75.45 18 Detail D, callout— EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL 19 REINFORCING BAR, SIZE PER NEC. MIN. SIZE # 8 20 21 Is revised to read: 22 23 EQUIPMENT GROUNDING CONDUCTOR — CLAMP TO STEEL REINFORCING BAR, ' 24 SIZE PER NEC minimum size # 4 AWG 25 Detail C, callout — Stainless Steel, selftapping %4" Diam. Screw w/ S.S. Washer, space 26 approx. 9" O.C. is revised to read; "Stainless Steel, selftapping '/" Diam. Screw w/ S.S. ' 27 Washer, space approx. 9" O.C., liberally coat the threads with Anti -seize compound" 28 - 29 J -90.10 ' 30 Section B, callout, "Hardware Mounting Rack - S. S. 1 -5/8" Slotted Channel' is revised to 31 read: "Hardware Mounting Rack (Typ.) - Type 304 S. S.1 -5/8" Slotted Channel" 32 33 J -90.20 34 Section B, callout, "Hardware Mounting Rack (Typ.) w S. S. 1 -5/8" Slotted Channel" is 35 36 revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1 -5/8" Slotted Channel" 37 K- 80.30 38 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan 39 K- 80.35 , 40 41 The following are the Standard Plan numbers applicable at the time this project was 42 advertised. The date shown with each plan number is the publication approval date shown 43 in the lower right -hand corner of that plan. Standard Plans showing different dates shall not ' 44 be used in this contract. 45 A- 10.10 - 00........8/7/07 A- 30.35 - 00.......10/12/07 A- 50.20 - 01.........9/22 /09 ' A- 10.20- 00......10/5/07 A- 40.00- 00 ......... 8/11 /09 A- 50.30 - 00 ....... 11 /17/08 A-1 0.30-00 ...... 10/5/07 A 40.10- 02...........6/2 /11 A-50.40-00 ....... 11 /17/08 A- 20.10- 00......8/31 /07 A- 40.15- 00 ......... 8/11 /09 A- 60.10- 01........10/14 /09 ' A- 30.10- 00 ...... 11 /8/07 A- 40.20- 02 ........... 5 /29/13 A- 60.20 - 02 ............ 6 /2/11 A- 30.15- 00 ...... 11 /8/07 A- 40.50- 01 ............ 6 /2/11 A- 60.30 - 00 .......... 11 /8/07 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 148 March 2014 A- 30.30 - 01......6/16/11 A- 50.10 - 00.......11/17/08 A- 60.40 - 00..........8/31 /07 B -5.20- 01........6/16/11 B-30.50-01 ......... 4/26/12 B- 75.20 - 01..........6/10 /08 B -5.40- 01.......'..6/16 /11 B- 30.70 - 03.........4/26 /12 B-75.50-01 .......... 6/10/08 B -5.60- 01.........6/16 /11 B- 30.80 - 00...........6/8 /06 B- 75.60 - 00...........6/8 /06 B-1 0.20-01 ...2/7/12 B- 30.90 - 01........9/20/07 B- 80.20 -00.. .. 6/8/06 B- 10.40- 00........6/1/06 B- 35.20 - 00..........6/8 /06 B- 80.40 - 00.........6/1/06 B- 10.60 - 00........6/8/06 B- 35.40 - 00..........6/8 /06 B- 82.20 - 00.........6/1/06 B-1 5.20-01 B- 15.40 - 01........2/7/12 ...2/7/12 B- 40.20- 00..........6/1 B- 40.40 - 01........6/16/10 /06 B- 85.10 -01._ B- 85.20 - 00..........6/1 . 6/10/08 /06 B- 15.60- 01........2/7/12 B- 45.20- 00..........6/1 /06 B- 85.30 - 00..........6/1 /06 B- 20.20 - 02.......3/16/12 B- 20.40- 03.......3/16/12 B- 45.40 - 00..........6/1 B- 50.20 - 00..........6/1 /06 /06 B- 85.40-00..........6 B- 85.50 - 01.........6/10 /8/06 /08 B- 20.60 - 03.......3/15/12 B- 55.20 - 00..........6/1 /06 B- 90.10- 00..........6/8 /06 B- 25.20 - 01........3/15/12 B- 25.60 - 00.........6/1 /06 B- 60.20- 00..........6/8 B- 60.40 - 00..........6/1 /06 /06 B- 90.20 - 00..........6/8 B- 90.30 -00.. /06 . 6/8/06 B- 30.10- 01.........4/26 /12 B- 65.20 - 01..........4/26 /12 B- 90.40- 00..........6/8 /06 B- 30.20 - 02.........4/26 /12 B- 65.40 - 00..........6/1 /06 B- 90.50 - 00..........6/8 /06 B-30.30-01 B- 30.40 - 01..........4/26 ....4/26/12 /12 B- 70.20- 00.... B- 70.60- 00..........6/1 ... 6/1/06 /06 B- 95.20 -01.. B- 95.40- 00..........6/8 . 2/3/09 /06 C-1 .................... C-1 a ................. 6/16/11 10/14/09 C- 6....................5 C-6a ................ /30/97 10/14/09 C- 23.60 - 02......6/21/12 C.24.10- 00......7/12/12 C-1 b ................... 6/16/11 C-6c .................... 1/6/00 C- 25.18- 03........7/2/12 C-1 c............... "..5/30/97 C-1 d ................10/31 /03 C-6d ................... C-6f ................... 5/30/97 7/25/97 C- 25.20 - 05........7/2/12 C- 25.22 - 04........7/2/12 C-2 ...................1 /6/00 C- 7.....................6 /16/11 C- 25.26 - 02........7/2/9 2 C-2a .................6/21 /06 C-7a ................... 6/16/11 C- 25.80 - 02........7/2/12 C-2b .................. 6/21/06 C -8.. .2JI 0/09 C-40.14-02 ........7/2/12 C-2c .................6/21 /06 C-8a ................... 7/25/97 C- 40.16- 02........7/2/12 C-2d .................6/21/06 C-8b .................... 6/27/11 C- 40.18- 02........7/2/12 C-2e .................. C-2f ................... 6/21/06 3/14/97 C-8e .................... C-8f ..................... 2/21107 6/30/04 C- 70.10.00 ........ 4/8/12 C-75.1 0-00 ........ 4/8/12 C-2g .................7/27/01 C -10 ...................... 6/3/10 C- 75.20- 00........4/8/12 C-2h .................. C-2i ................... 3/28/97 3/28/97 C-1 6a ................. 6/3/10 C-1 6b ................. 6/3/10 C- 75.30 - 00........4/8/12 C- 80.10 -00 ........ 4/8/12 C-2j ..................6 /12/98 C- 20.10- 01.........6/20 /13 C-80.20-00 ........ 4/8/12 C-2k .................. 7/27/01 C- 20.14 - 02...........7/2 /12 C- 80.30. 00........4/8/12 C-2n .................. 7/27/01 C-20.15-01 ........... 7/2/12 C-80.40-00 ........ 4/8/12 C-2o .................. 7/13/01 C-20.18-01 ........... 7/2/12 C- 80.50 - 00........4/8/12 C-2p ................ 10/31/03 C-20.19-01 ........... 7/2/12 C- 85.10 - 00........4/8/12 C-3 ................... C-3a ................. 7/2/12 10/4/05 C-20.40-03 ........... C- 20.42 - 03.........7/2/12 7/2/12 C= 85.11-00 ........ 4/8/12 C- 85.14- 00........6/16/11 C-3b ................ 6/27/11 C- 20,45.01...........7 /2/12 C- 85.15- 00........6/16/11 C-3c ................ C-4b .................. 6/27/11 6/8/06 C- 22.14 - 02........6/16/11 C- 22.16 - 03........4/18/12 C- 85.16- 00........6/16/11 C- 85 -18- 00........6/16/11 C-4e .................. 2/20/03 C- 22.40- 02........6/16/10 C- 85.20- 00........6/16/11 C-4f ................... 7/2/12 C- 22.45.00........6 /16/11 C- 90:10 - 00........7/3/08 D- 2.04- 00........11 /10/05 D- 2.48 - 00........11 /10/05 D-3.17-01 ...... 5/17/12 D- 2.06- 01........1 /6/09 D- 2.64 - 01........1 /6/09 D- 4.................12 /11 /98 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14-105 Water Quality Vault Page 149 March 2014 D- 2.08- 00 ........ 11 /10/05 D -2.66- 00 ........ 11 /10/05 D- 6 ................... 6 /19/98 D- 2.14- 00 ........ 11 /10/05 D- 2.16- 00 ........ 11 /10/05 D- 2.68 - 00 ........ 11 /10/05 D- 2.80 - 00 ........ 11 /10/05 D- 10.10- 01......12/2/08 D- 10.15- 01......12/2/08 ' D -2.18- 00 ........ 11 /10/05 D- 2.82 - 00 ........ 11 /10/05 D- 10.20- 00 ......... 7/8/08 D- 2.20 - 00 ........ 11 /10/05 D- 2.84 - 00 ........ 11 /10/05 D- 10.25- 00 ......... 7/8/08 D- 2.32 -00 ,11 /10/05 D- 2.86 -00 ...11 /10/05 D- 10.30 -00 ......... 7/8/08 D-2.34-01 ........ 1/6/09 D- 2.88 - 00........11/10 /05 D- 10.35 - 00 ......... 7/8/08 D- 2.36 - 02 ........ 1/6/09 D- 2.92 - 00........11/10 /05 D- 10.40 - 01......12/2/08 D- 2.42 -00 .11/10/05 D- 2.4400........11 /10/05 D- 3.09 -00 ......5/17/12 D- 3.10 -01 ....5/29/13 D- 10.45 - 01......12/2/08 D- 15.10 - 01......12/2/08 D- 2.60 - 00 ........ 11 /10/05 D- 3.11- 02...... 5/29/13 D- 15.20- 02........6/2/11 D- 2.62 - 00........11 /10/05 D- 2.46 - 00 ........ 11 /10/05 D- 3.15 - 02......6/10/13 D- 3.16- 02...... 5/29/13 D- 15.30 - 01......12/02/08 1 E- 1 ...................2 /21 /07 E- 4 .................... 8 /27/03 E- 2 ......... .........5/29/98 E- 4a .................. 8/27/03 2 F- 10.12- 02.......6/16/11 F- 10.62 - 01........9/05/07 F- 40.15 - 02........6/20/13 F- 10.16 -00 ..12/20/06 F- 10.6402........7 /3/08 F- 40.16 -02.. ...6/20/13 F- 10.18 - 00.........6/27 /11 F- 30.10 - 02........6/20/13 F- 45.10 - 01........6/21/12 F- 10.40 - 02 ........... 6/21 /12 F- 40.12 - 02........6/20/13 F- 80.10 - 02........3/15/12 3 F- 10.42 - 00.........1/23 /07 F- 40.14 - 02........6/20/13 , G- 10.10 - 00........9/20/07 G- 24.60 - 02.....5/20/13 G- 70.20 - 02....6/10/13 G- 20.10 - 00........9/20/07 G- 25.10- 04......6/10/13 G- 70.30 - 02......6/10/13 -G- 22.10 -01 ......7/3/08 G- 30.10 - 02.....6/20/13 G- 90.10 - 01.:...5/11/11 G- 24.10- 00 ...... 11 /8/07 G- 50.10- 01.....6/20/13 G- 90.20 - 02.....3/22/13 G- 24.20 - 01......2/7/12 G- 60.10- 02.......6/10/13 G- 90.30 - 02.....3/22/13 G- 24.30 -01 ....2/7/12 G- 60:20 - 01.......6/27/11 G- 90.40 - 01.....10/14/09 , G- 24.40 - 03.....6/20/13 G- 60.30 - 01.......6/27/11 G- 95.10- 01.....6/2/11 G- 24.50 - 02.....6/20/13 G- 70.10 - 02......6/10/13 G- 95.20 - 02......6/2/11 4 G- 95.30- 02......6/2/11 H- 10.10 - 00 .......... 7/3 /08 H- 32.10 - 00.......9/20/07 H- 70.10 - 01......2/7/12 H- 10.15- 00 H- 30.10- 00......10/12/07 .......... 7/3 /08 H-60.1 0-01 ......... 7/3/08 H- 60.20.01 ......... 7 /3/08 H- 70.20 - 01......2/16/12 H- 70.30 - 02......2/7/12 5 1- 10.10- 01 ......... 8/11 /09 1- 30.20 - 00.........9/20 /07 1- 40.20- 00.........9/20 /07 1- 30.10 -02 ..3/22/13 1-30.30-01 ........6/10/13 1-50.20-01 .... ...6/10/13 1- 30.15 - 02.........3/22 /13 1-30.40-01 ....... 6/10/13 1- 60.10 - 01 .......... 6/10 /13 1- 30.16- 00......... 3/22/13 1- 30.60- 00......... 5/29/13 1- 60.20 - 01 .......... 6/10 /13 _6 1- 30.17- 00.........3/22 /13 1- 40.10- 00.........9/20 /07 1- 80.10- 01 .......... 8/11 /09 J= 3.....................8 /1/97 J- 26.15 - 01.....5/17/12 J- 40.40 - 00......5/20/13 J- 3b ....... ..........3/4/05 J- 3c ..................6/24/02 J- 27.10 - 00.....3/15/12 J- 27.15- 00.....3/15/12 J- 50.10 - 00.......6/3/11 J- 50.11 - 00.......6/3/11 J- 10 ..................7 /18/97 J- 28.10- 01......5/11 /11 J- 50.12 - 00.......6/3/11 J- 10.10- 01...... 5/11/11 J- 28.22 - 00.......8/07/07 J- 50.15 - 00.......6/3/11 J- 10.15- 00........7/2/12 J- 28.24 - 00.......8/07/07 J- 50.16 - 01.......3/22/13 J- 10.22 - 00........5/29/13 J- 28.26 - 01......12/02/08 J- 50.20 - 00......_6/3/11 J- 15.10 - 00........5/18/12 J- 28.30- 02......6/27/11 J- 50.25 - 00.......6/3/11 S 320th Street at 20th Avenue S Special Provisions ' Intersection Improvements RFB# 14 -105 Water Quality Vault Page 150 March 2014 J- 15.15- 00......6/16/10 J- 28.40 - 01......10/14/09 J- 50.30- 00.......6/3/11 1 J- 28.42 - 00.......8/07/07 J- 28.45- 01.......6/27/11 J- 60.05 - 00.......6/16/11 J- 60.11- 00.......5/20/13 J- 20.10 - 02......6/10/13 J- 28.50- 02.......6/2/11 J- 60.12 - 00.......5/20/13 J- 20.11 - 01......6/10/13 J- 28.60.01.......6 /2/11 J- 60.13 - 00.......6/16/10 J- 20.15 -02 ..6/10/13 J- 28.70 -01 ..5/11/11 J- 60.14 -00 ...6/16/10 J- 20.16- 01......7/12/12 J- 29.10- 00.......6/27/11 J-75.1 0-01 ...... 5/11/11 J- 20.20 - 02......5/20/13 J- 29.15- 00.......6/27/11 J- 75.20 - 00......2/10/09 J- 20.26 -01 J- 21.10- 03......6/10/13 ...7/12/12 J- 29.16 -01 J- 40.10- 03......5/20/13 ...6/20/13 J- 75.30 -01 J- 75.40 - 00......10/14/09 ...5/11/11 J- 21.15- 01......6/10/13 J- 40.20- 01......5/17/12 J- 75.45 - 00......10/14/09 J- 21.16 - 01......6/10/13 J- 21.17- 01......6/10/13 - J- 40.30 - 03......5/20/13 J- 40.35 - 01......5/29/13 J- 90.10- 01.......6/27/11 J- 90.20 - 01.......6/27/11 J- 21.20- 01......6/10/13 J- 40.36 - 01......5/20/13 J- 22.15 - 01......6/10/13 J- 22.16- 02......6/10/13 J- 40.37 - 01......5/20/13 J- 40.38 - 01.......5/20/13 J- 26.10 - 02.....3/15/12 J- 40.39 - 00......5/20/13 1 K- 70.20 - 00.......2/15/07 K- 80.10- 00 ....... 2/21 /07 K- 80.20 - 00.....12/20/06 K- 80.30 - 00 ....... 2/21 /07 K- 80.35 - 00 ....... 2/21 /07 K- 80.37 - 00 ....... 2/21 /07 2 L- 10.10- 02 ........ L- 20.10- 02 ........ 6/21 /12 6/21 /12 L- 40.10- 02 ........ L- 40.15- 01........6/16/11 6/21 /12 L- 70.10- 01 ....... L- 70.20 - 01 ....... 5/21 /08 5/21 /08 L- 30.10- 01........6/16/11 L- 40.20 - 02:.......6/21 /12 3 M -1.20- 02 ......... 6/3/11 M- 9.60 - 00.......2/10/09 M- 40.10.02......5 /11/11 M- 1.40 - 02 ......... 6/3/11 M- 1.1.10- 01.......1/30/07 M- 40.20- 00...10/12/07 M -1.60- 02.........6/3/11 M- 15.10.01.......2 /6/07 M- 40.30- 00......9/20/07 ' M- 1.80 -03 6/3/11 M -17.10-02 ......... 7/3/08 M- 40.40 - 00......9/20/07 M- 2.20 - 02 ......... 6/3/11 M-20.10-02 ......... 6/3/11 M- 40.50 - 00......9/20/07 M- 3.10 - 03 ......... 6/3/11 M- 20.20 - 01.......1 /30/07 M- 40.60 - 00......9/20/07 M- 3.20 -02 ..6/3/11 M- 3.30 - 03 ......... 6/3/11 M-20.30-02 ....10/14/09 M-20.40-02 ......... 6/3/11 M- 60.10 - 01......6/3/11 M- 60.20 - 02......6/27/11 M- 3.40 - 03 ......... 6/3/11 M- 20.50 - 02 ......... 6/3/11 M- 65.10. 02......5/11/11 M- 3.50 - 02 ......... 6/3/11 M -5.10- 02 ......... 6/3/11 M- 24.20 - 01.......5/31/06 M-24.40-01 ....... 5/31/06 M- 80.10 - 01......6/3/11 M- 80.20 - 00......6/10/08 M-7.50-01 ......... 1/30/07 M- 24.50 - 00.......6/16/11 M- 80.30- 00......6/10/08 4 M- 9.50 - 01.........1/30 /07 M- 24.60 - 03.......5/11/11 5 S 320th Street at 20th Avenue S Special Provisions Intersection Improvements RFB# 14 -105 Water Quality Vault Page 151 March 2014 i� H Fi 0 7 APPENDD( A PREVAILING WAGE RATES State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360 -902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Prevailing wage rates which have been published On: 2/3/2014 and will be effective from: 2/3/2014 County Trade Job Classification Wage Holiday overtime Notes King Asbestos Abatement Workers Journey Level $41.69 51) 1H King Boilermakers Journey Level $62.34 5N 1C King Brick Mason Brick And Block Finisher $43.26 5A 1M King Brick Mason Journey Level $50.12 5A 1M King Brick Mason Pointer- Caulker- Cleaner $50.12 5A 1M King Building Service Employees Janitor $20.59 5S 2F King Building Service Employees Traveling Waxer /Shampooer $21.00 5S 2F King Building Service Employees Window Cleaner (Non - Scaffold) $24.29 5S 2F King Building Service Employees Window Cleaner (Scaffold) $25.15 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $50.82 51) 1M King Carpenters Bridge, Dock And Wharf Carpenters $50.82 51) 1M King Carpenters Carpenter $50.82 51) 1M King Carpenters Carpenters on Stationary Tools $50.95 51) 1M King Carpenters Creosoted Material $50.92 51) 1M King Carpenters Floor Finisher $50.82 51) 1M King Carpenters Floor Layer $50.82 51) 1M King Carpenters Scaffold Erector $50.82 5D 1M S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -I RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Cement Masons Journey Level $51.18 7A 1M King Divers & Tenders Diver $100.28 5D 1M 8A King Divers & Tenders Diver On Standby $56.68 5D 1M King Divers & Tenders Diver Tender $52.23 5D 1M King Divers & Tenders Surface Rcv & Rov Operator $52.23 5D 1M King Divers & Tenders Surface Rcv & Rov Operator Tender $48.67 5A 1B King Dredge Workers Assistant Engineer $53.00 5D 3F King Dredge Workers Assistant Mate (Deckhand) $52.58 5D 3F King Dredge Workers Boatmen $52.30 5D 3F King Dredge Workers Engineer Welder $54.04 5D 3F King Dredge Workers Leverman, Hydraulic $55.17 5D 3F King Dredge Workers Mates $52.30 5D 3F King Dredge Workers Oiler $52.58 5D 3F King Drywall Applicator Journey Level $50.82 5D 1H King Drywall Tapers Journey Level $49.79 5P 1E King Electrical Fixture Maintenance Workers Journey Level $25.34 5L 1E King Electricians - Inside Cable Splicer $64.24 7C 2W King Electricians - Inside Cable Splicer (tunnel) $69.07 7C 2W King Electricians - Inside Certified Welder $62.04 7C 2W King Electricians : Inside Certified Welder (tunnel) $66.65 7C 2W King Electricians - Inside Construction Stock Person $34.19 7C 2W King Electricians - Inside Journey Level $59.85 7C 2W King Electricians - Inside Journey Level (tunnel) $64.24 7C 2W King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Construction Cable Splicer $66.43 5A 4A King Electricians - Powerline Construction Certified Line Welder $60.75 5A 4A King Electricians - Powerline Construction Groundperson $42.36 5A 4A King Electricians - Powerline Construction Heavy Line Equipment Operator $60.75 5A 4A King Electricians - Powerline Construction Journey Level Lineperson $60.75 5A 4A King Electricians - Powerline Construction Line Equipment Operator $51.05 5A 4A S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -2 1 1 J 1 0 t RFB # 14 -105 March 2014 , i 1 t t 1 n t C t County Trade Job Classification Wage Holiday Overtime Notes King Electricians - Powerline Construction Pole Sprayer $60.75 5A 4A King Electricians - Powerline Construction Powderperson $45.39 5A 4A King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $77.70 7D 4A King Elevator Constructors Mechanic In Charge $84.24 7D 4A King Fabricated Precast Concrete Products All Classifications - In- Factory Work Only $14.60 5B 2K King Fence Erectors Fence Erector $15.18 1 King Flaggers Journey Level $35.34 7A 2Y King Glaziers Journey Level $53.76 7L 1Y King Heat & Frost Insulators And Asbestos Workers Journeyman $58.93 5.1 1S King Heating Equipment Mechanics Journey Level $69.37 7F 1E King Hod Carriers & Mason Tenders Journey Level $42.99 7A 2Y King Industrial Power Vacuum Cleaner Journey Level $9.32 1 King Inland Boatmen Boat Operator $52.51 5B 1K King Inland Boatmen Cook $48.89 5B 1K King Inland Boatmen Deckhand $49.13 5B 1K King Inland Boatmen Deckhand Engineer $50.12 5B 1K King Inland Boatmen Launch Operator $51.34 5B 1K King Inland Boatmen Mate $51.34 5B 1K King Inspection /Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $31.49 1 King Inspection /Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $11.48 1 King Inspection /Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $24.91 1 King Inspection /Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $19.33 1 King Inspection /Cleaning/Sea ling Of Sewer & Water Systems By Remote Control Tv Truck Operator $20.45 1 King Insulation Applicators Journey Level $50.82 5D 1M King Ironworkers Journeyman $59.77 7N 10 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -3 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Laborers Air, Gas Or Electric Vibrating Screed $41.69 7A 2Y King Laborers Airtrac Drill Operator $42.99 7A 2Y King Laborers Ballast Regular Machine $41.69 7A 2Y King Laborers Batch Weighman $35.34 7A 2Y King Laborers Brick Pavers $41.69 7A 2Y King Laborers Brush Cutter $41.69 7A 2Y King Laborers Brush Hog Feeder $41.69 7A 2Y King Laborers Burner $41.69 7A 2Y King Laborers Caisson Worker $42.99 7A 2Y King Laborers Carpenter Tender $41.69 7A 2Y King Laborers Caulker $41.69 7A 2Y King Laborers Cement Dumper - paving $42.46 7A 2Y King Laborers Cement Finisher Tender $41.69 7A 2Y King Laborers Change House Or Dry Shack $41.69 7A 2Y King Laborers Chipping Gun (under 30 Lbs.) $41.69 7A 2Y King Laborers Chipping Gun(30 Lbs. And Over) $42.46 7A 2Y King Laborers Choker Setter $41.69 7A 2Y King Laborers Chuck Tender $41.69 7A 2Y King Laborers Clary Power Spreader $42.46 7A 2Y King Laborers Clean -up Laborer $41.69 7A 2Y King Laborers Concrete Dumper /chute Operator $42.46 7A 2Y King Laborers Concrete Form Stripper $41.69 7A 2Y King Laborers Concrete Placement Crew $42.46 7A 2Y King Laborers Concrete Saw Operator /core Driller $42.46 7A 2Y King Laborers Crusher Feeder $35.34 7A 2Y King Laborers Curing Laborer $41.69 7A 2Y King Laborers Demolition: Wrecking & Moving (incl. Charred Material) $41.69 7A 2Y King Laborers Ditch Digger $41.69 7A 2Y King Laborers Diver $42.99 7A 2Y King Laborers Drill Operator (hydraulic,diamond) $42.46 7A 2Y King Laborers Dry Stack Walls $41.69 7A 2Y King Laborers Dump Person $41.69 7A 2Y King Laborers Epoxy Technician $41.69 7A 2Y King Laborers Erosion Control Worker $41.69 7A 2Y S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -4 RFB # 14 -105 March 2014 I � I I u 1 k n u County Trade Job Classification Wage Holiday Overtime Notes King Laborers Faller & Bucker Chain Saw $42.46 7A 2Y King Laborers Fine Graders $41.69 7A 2Y King Laborers Firewatch $35.34 7A 2Y King Laborers Form Setter $41.69 7A 2Y King Laborers Gabian Basket Builders $41.69 7A 2Y King Laborers General Laborer $41.69 7A 2Y King Laborers Grade Checker & Transit Person $42.99 7A 2Y King Laborers Grinders $41.69 7A 2Y King Laborers Grout Machine Tender $41.69 7A 2Y King Laborers Groutmen (pressure)including Post Tension Beams $42.46 7A 2Y King Laborers Guardrail Erector $41.69 7A 2Y King Laborers Hazardous Waste Worker (level A) $42.99 7A 2Y King Laborers Hazardous Waste Worker (level B) $42.46 7A 2Y King Laborers Hazardous Waste Worker (level C) $41.69 7A 2Y King laborers High Scaler $42.99 7A 2Y King Laborers Jackhammer $42.46 7A 2Y King Laborers Laserbeam Operator $42.46 7A 2Y King Laborers Maintenance Person $41.69 7A 2Y King Laborers Manhole Builder - mudman $42.46 7A 2Y King Laborers Material Yard Person $41.69 7A 2Y King Laborers Motorman -dinky Locomotive $42.46 7A 2Y King Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Bla $42.46 7A 2Y King Laborers Pavement Breaker $42.46 7A 2Y King Laborers Pilot Car $35.34 7A 2Y King Laborers Pipe Layer Lead $42.99 7A 2Y King Laborers Pipe Layer /tailor $42.46 7A 2Y King Laborers Pipe Pot Tender $42.46 7A 2Y King Laborers Pipe Reliner $42.46 7A 2Y S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -5 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Laborers Pipe Wrapper $42.46 7A 2Y King Laborers Pot Tender $41.69 7A 2Y King Laborers Powderman $42.99 7A 2Y King Laborers Powderman's Helper $41.69 7A 2Y King Laborers Power Jacks $42.46 7A 2Y King Laborers Railroad Spike Puller - Power $42.46 7A 2Y King Laborers Raker - Asphalt $42.99 7A 2Y King Laborers Re- timberman $42.99 7A 2Y King Laborers Remote Equipment Operator $42.46 7A 2Y King Laborers Rigger /signal Person $42.46 7A 2Y King Laborers Rip Rap Person $41.69 7A 2Y King Laborers Rivet Buster $42.46 7A 2Y King Laborers Rodder $42.46 7A 2Y King Laborers Scaffold Erector $41.69 7A 2Y King Laborers Scale Person $41.69 7A 2Y King Laborers Sloper (over 20)" $42.46 7A 2Y King Laborers Sloper Sprayer $41.69 7A 2Y King Laborers Spreader (concrete) $42.46 7A 2Y King Laborers Stake Hopper $41.69 7A 2Y King Laborers Stock Piler $41.69 7A 2Y King Laborers Tamper & Similar Electric, Air & Gas Operated Tools $42.46 7A 2Y King Laborers Tamper (multiple & Self - propelled) $42.46 7A 2Y King Laborers Timber Person - Sewer (lagger, Shorer & Cribber) $42.46 7A 2Y King Laborers Toolroom Person (at Jobsite) $41.69 7A 2Y King Laborers Topper $41.69 7A 2Y King Laborers Track Laborer $41.69 7A 2Y King Laborers Track Liner (power) $42.46 7A 2Y King Laborers Traffic Control Laborer $37.79 7A 2Y 8R King Laborers Traffic Control Supervisor $37.79 7A 2Y 811 King Laborers Truck Spotter $41.69 7A 2Y King Laborers Tugger Operator $42.46 7A 2Y King I Laborers Tunnel Work - Compressed Air Worker 0 -30 psi $60.06 7A 2Y 8Q S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -6 1 t t �1 t fl RFB # 14 -105 March 2014 ' fl 1 t 1 ri i� County Trade Job Classification Wage Holiday Overtime Notes Tunnel Work - Compressed Air Worker King Laborers 30.01 -44.00 psi $65.09 7A 2Y 8Q Tunnel Work - Compressed Air Worker King Laborers 44.01 -54.00 psi $68.77 7A 2Y 8Q Tunnel Work - Compressed Air Worker King Laborers 54.01 -60.00 psi $74.47 7A 2Y 8Q Tunnel Work- Compressed Air Worker King Laborers 60.01 -64.00 psi $76.59 7A 2Y 8Q Tunnel Work- Compressed Air Worker King Laborers 64.01 -68.00 psi $81.69 7A 2Y 8Q Tunnel Work- Compressed Air Worker King Laborers 68.01 -70.00 psi $83.59 7A 2Y 18Q Tunnel Work - Compressed Air Worker King Laborers 70.01 -72.00 psi $85.59 7A 1H 8Q Tunnel Work- Compressed Air Worker King Laborers 72.01 -74.00 psi $87.59 7A 1H 8Q Tunnel Work -Guage and King Laborers Lock Tender $43.09 7A 2Y 8Q King Laborers Tunnel Work -Miner $43.09 7A 2Y 8Q King Laborers Vibrator $42.46 7A 2Y King Laborers Vinyl Seamer $41.69 7A 2Y King Laborers Watchman $32.12 7A 2Y King Laborers Welder $42.46 7A 2Y King Laborers Well Point Laborer $42.46 7A 2Y Window King Laborers Washer /cleaner $32.12 7A 2Y Laborers - Underground General Laborer & King Sewer & Water Topman $41.69 7A 2Y Laborers - Underground King Sewer & Water Pipe Layer $42.46 7A 2Y Irrigation Or Lawn King Landscape Construction Sprinkler Installers $13.56 1 Landscape Equipment Operators Or Truck King Landscape Construction Drivers $28.17 1 Landscaping or Planting King Landscape Construction Laborers $17.87 1 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -7 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Lathers Journey Level $50.82 5D 1H King Marble Setters Journey Level $50.12 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $51.92 5D 1M King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.40 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $36.64 6Z 2B King Pile Driver Journey Level $51.07 5D 1M King Plasterers Journey Level $49.29 7Q 1R King Playground & Park Equipment Installers Journey Level $9.32 1 King Plumbers & Pipefitters Journey Level $72.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $53.49 7A 3C 8P King Power Equipment Operators Assistant Engineer $50.22 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $53.00 7A I 3C 8P King Power Equipment Operators Batch Plant Operator, Concrete $53.00 7A 3C 8P King Power Equipment Operators Bobcat $50.22 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition Equipment $50.22 7A 3C 8P King Power Equipment Operators Brooms $50.22 7A 3C 8P King Power Equipment Operators Bump Cutter $53.00 7A 3C 8P King Power Equipment Operators Cableways $53.49 7A 3C 8P King Power Equipment Operators Chipper $53.00 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -8 1 u C t RFB # 14 -105 March 2014 , il t County Trade Job Classification Wage Holiday Overtime Notes Power Equipment King Operators Compressor $50.22 7A 3C 8P Concrete Pump: Truck Power Equipment Mount With Boom King Operators Attachment Over 42 M $53.49 7A 3C 8P Power Equipment Concrete Finish King Operators Machine -laser Screed $50.22 7A 3C 8P Concrete Pump - Mounted Or Trailer High Power Equipment Pressure Line Pump, King Operators Pump High Pressure. $52.58 7A 3C 8P Concrete Pump: Truck Power Equipment Mount With Boom King Operators Attachment Up To 42m $53.00 7A 3C 8P Power Equipment King Operators Conveyors $52.58 7A 3C 81) Cranes: 20 Tons Power Equipment Through 44 Tons With King Operators Attachments $53.00 7A 3C 8P Cranes: 100 Tons Through 199 Tons, Or Power Equipment 150' Of Boom (Including King Operators Jib With Attachments) $54.04 7A 3C 8P Cranes: 200 Tons To 300 Tons, Or 250' Of Boom Power Equipment (including Jib With King Operators Attachments) $54.61 7A 3C 8P Cranes: 45 Tons Through 99 Tons, Under Power Equipment 150' Of Boom (including King Operators Jib With Attachments) $53.49 7A 3C 8P Power Equipment Cranes: A -frame -10 King I Operators Tons And Under $50.22 7A 3C 8P Power Equipment Cranes: Friction 100 King Operators Tons Through 199 Tons $54.61 7A 3C 8P Power Equipment Cranes: Friction Over King Operators 200 Tons $55.17 7A 3C 8P Cranes: Over 300 Tons Or 300' Of Boom Power Equipment (including Jib With King Operators Attachments) $55.17 7A 3C 8P Cranes: Through 19 Power Equipment Tons With Attachments King Operators A -frame Over 10 Tons $52.58 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -9 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment King Operators Crusher $53.00 7A 3C 8P Power Equipment Deck Engineer /deck King Operators Winches (power) $53.00 7A 3C 8P Power Equipment Derricks, On Building King Operators Work $53.49 7A 3C 8P Power Equipment King Operators Dozers D -9 & Under $52.58 7A 3C 8P Power Equipment Drill Oilers: Auger Type, King Operators Truck Or Crane Mount $52.58 7A 3C 8P Power Equipment King Operators Drilling Machine $53.00 7A 3C 8P Elevator And Man -lift: Power Equipment Permanent And Shaft King Operators Type $50.22 7A 3C 8P Finishing Machine, Power Equipment Bidwell And Gamaco & King Operators Similar Equipment $53.00 7A 3C 8P Power Equipment Forklift: 3000 Lbs And King Operators Over With Attachments $52.58 7A 3C 8P Power Equipment Forklifts: Under 3000 King Operators Lbs. With Attachments $50.22 7A 3C 8P Grade Engineer: Using Power Equipment Blue Prints, Cut Sheets, King Operators Etc $53.00 7A 3C 8P Power Equipment King Operators Gradechecker /stakeman $50.22 7A 3C 8P Power Equipment King Operators Guardrail Punch $53.00 7A 3C 8P Hard Tail End Dump Articulating Off- Road Power Equipment Equipment 45 Yards. & King Operators Over $53.49 7A 3C 8P Hard Tail End Dump Articulating Off -road Power Equipment Equipment Under 45 King Operators Yards $53.00 7A 3C 8P Power Equipment Horizontal /directional King Operators Drill Locator $52.58 7A 3C 8P Power Equipment Horizontal /directional King Operators Drill Operator $53.00 7A 3C 8P Power Equipment Hydralifts /boom Trucks King Operators Over 10 Tons $52.58 7A 3C 8P Power Equipment Hydralifts /boom Trucks, King Operators 10 Tons And Under $50.22 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -10 RFB # 14 -105 March 2014 t t F� t 1 1�' 1 t t t F1 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Loader, Overhead 8 King Operators Yards. & Over $54.04 7A 3C 8P Loader, Overhead, 6 Power Equipment Yards. But Not Including King Operators 8 Yards $53.49 7A 3C 81) Power Equipment Loaders, Overhead King Operators Under 6 Yards $53.00 7A 3C 8P Power Equipment King Operators Loaders, Plant Feed $53.00 7A 3C 817 Power Equipment Loaders: Elevating Type King Operators Belt $52.58 7A 3C 8P Power Equipment King Operators Locomotives, All $53.00 7A 3C 8P Power Equipment Material Transfer King Operators Device $53.00 7A 3C 8P Mechanics, All (leadmen Power Equipment - $0.50 Per Hour Over King Operators Mechanic) $54.04 7A 3C 8P Power Equipment Motor Patrol Grader - King Operators Non - finishing $52.58 7A 3C 8P Power Equipment Motor Patrol Graders, King Operators Finishing $53.49 7A 3C 81) Mucking Machine, Mole, Tunnel Drill, Power Equipment Boring, Road Header King Operators And /or Shield $53.49 7A 3C 8P Oil Distributors, Blower Power Equipment Distribution & Mulch King Operators Seeding Operator $50.22 7A 3C 81) Outside Hoists (elevators And Power Equipment Manlifts), Air King Operators Tuggers,strato $52.58 7A 3C 8P Overhead, Bridge Type Power Equipment Crane: 20 Tons Through King Operators 44 Tons $53.00 7A 3C 8P Power Equipment Overhead, Bridge Type: King Operators 100 Tons And Over $54.04 7A 3C 8P Overhead, Bridge Type: Power Equipment 45 Tons Through 99 King Operators Tons $53.49 7A 3C 81) Power Equipment King Operators Pavement Breaker $50.22 7A 3C 8P Power Equipment Pile Driver (other Than King Operators Crane Mount) $53.00 7A 3C 81) S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -11 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Plant Oiler - Asphalt, King Operators Crusher $52.58 7A 3C 8P Power Equipment Posthole Digger, King Operators Mechanical $50.22 7A 3C 8P Power Equipment King Operators Power Plant $50.22 7A 3C 8P Power Equipment King Operators Pumps - Water $50.22 7A 3C 8P Power Equipment Quad 9, Hd 41, D10 And King Operators Over $53.49 7A 3C 8P Quick Tower - No Cab, Power Equipment Under 100 Feet In King Operators Height Based To Boom $50.22 7A 3C 8P Remote Control Operator On Rubber Power Equipment Tired Earth Moving King I Operators Equipment $53.49 1 7A 3C 8P Power Equipment King Operators Rigger And Bellman $50.22 7A 3C 8P Power Equipment King Operators Rollagon $53.49 7A 3C 8P Power Equipment Roller, Other Than Plant King Operators Mix $50.22 7A 3C 8P Power Equipment Roller, Plant Mix Or King Operators Multi -lift Materials $52.58 7A 3C 8P Power Equipment King Operators Roto -mill, Roto - grinder $53.00 7A 3C 8P Power Equipment King Operators Saws - Concrete $52.58 7A 3C 8P Power Equipment Scraper, Self Propelled King Operators Under 45 Yards $53.00 7A 3C 8P Power Equipment Scrapers - Concrete & King Operators Carry All $52.58 7A 3C 81) Power Equipment Scrapers, Self- propelled: King Operators 45 Yards And Over $53.49 7A 3C 8P Power Equipment Service Engineers - King Operators Equipment $52.58 7A 3C 81) Power Equipment Shotcrete /gunite King Operators Equipment $50.22 7A 3C 8P Shovel, Excavator, Power Equipment Backhoe, Tractors King Operators Under 15 Metric Tons. $52.58 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -12 ri L� t t 1 RFB # 14 -105 March 2014 , t t t H F1 t 0 1 i� County Trade Job Classification Wage I Holiday Overtime Notes Shovel, Excavator, Backhoe: Over 30 Power Equipment Metric Tons To 50 King Operators Metric Tons $53.49 7A 3C 8P Shovel, Excavator, Power Equipment Backhoes, Tractors: 15 King Operators To 30 Metric Tons $53.00 7A 3C 8P Shovel, Excavator, Backhoes: Over 50 Power Equipment Metric Tons To 90 King Operators Metric Tons $54.04 7A 3C 8P Shovel, Excavator, Power Equipment Backhoes: Over 90 King Operators Metric Tons $54.61 7A 3C 8P Power Equipment King Operators Slipform Pavers $53.49 7A 3C 8P Power Equipment Spreader, Topsider & King Operators Screedman $53.49 7A 3C 8P Power Equipment King Operators Subgrader Trimmer $53.00 7A 3C 8P Power Equipment King Operators Tower Bucket Elevators $52.58 7A 3C 8P Tower Crane Over Power Equipment 175'in Height, Base To King Operators Boom. $54.61 7A 3C 8P Power Equipment Tower Crane Up To 175' King Operators In Height Base To Boom $54.04 7A 3C 8P Power Equipment Transporters, All Track King Operators Or Truck Type $53.49 7A 3C 8P Power Equipment King Operators Trenching Machines $52.58 7A 3C 8P Power Equipment Truck Crane Oiler /driver King Operators - 100 Tons And Over $53.00 7A 3C 8P Power Equipment Truck Crane Oiler /driver King Operators Under 100 Tons $52.58 7A 13C 8P Power Equipment Truck Mount Portable King Operators Conveyor $53.00 7A 3C 8P Power Equipment King Operators Welder $53.49 7A 3C 8P Power Equipment Wheel Tractors, Farmall King Operators Type $50.22 7A 3C 8P Power Equipment King Operators Yo Yo Pay Dozer $53.00 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -13 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Operators- Underground King Sewer & Water Asphalt Plant Operators $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Assistant Engineer $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Barrier Machine (zipper) $53.00 7A 13C 8P Power Equipment Operators- Underground Batch Plant Operator, King Sewer & Water Concrete $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Bobcat $50.22 7A 3C 8P Power Equipment Operators- Underground Brokk - Remote King Sewer & Water Demolition Equipment $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Brooms $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Bump Cutter $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Cableways $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Chipper $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Compressor $50.22 7A 3C 8P Power Equipment Concrete Pump: Truck Operators- Underground Mount With Boom King Sewer & Water Attachment Over 42 M $53.49 7A 3C 8P Power Equipment Operators- Underground Concrete Finish King Sewer & Water Machine -laser Screed $50.22 7A 3C 8P Concrete Pump - Power Equipment Mounted Or Trailer High Operators- Underground Pressure Line Pump, King Sewer & Water Pump High Pressure. 1 $52.58 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -14 RFB # 14 -105 March 2014 1 7 'J t t t [I 1 d t I� LJ 1 �L] 1 1 1 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Concrete Pump: Truck Operators- Underground Mount With Boom King Sewer & Water Attachment Up To 42m $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Conveyors $52.58 7A 3C 8P Power Equipment Cranes: 20 Tons Operators- Underground Through 44 Tons With King Sewer & Water Attachments $53.00 7A 3C 8P Cranes: 100 Tons Power Equipment Through 199 Tons, Or Operators- Underground 150' Of Boom (Including King Sewer & Water Jib With Attachments) $54.04 7A 3C 8P Cranes: 200 Tons To 300 Power Equipment Tons, Or 250' Of Boom Operators- Underground (including Jib With King Sewer & Water Attachments) $54.61 7A 3C 8P Cranes: 45 Tons Power Equipment Through 99 Tons, Under Operators- Underground 150' Of Boom (including King Sewer & Water Jib With Attachments) $53.49 7A 3C 8P Power Equipment Operators- Underground Cranes: A -frame -10 King Sewer & Water Tons And Under $50.22 7A 3C 8P Power Equipment Operators- Underground Cranes: Friction 100 King Sewer & Water Tons Through 199 Tons $54.61 7A 3C 81) Power Equipment Operators- Underground Cranes: Friction Over King Sewer & Water 200 Tons $55.17 7A 3C 8P Cranes: Over 300 Tons Power Equipment Or 300' Of Boom Operators- Underground (including Jib With King Sewer & Water Attachments) $55.17 7A 3C 8P Power Equipment Cranes: Through 19 Operators- Underground Tons With Attachments King Sewer & Water A -frame Over 10 Tons $52.58 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Crusher $53.00 7A 3C 8P Power Equipment Operators- Underground Deck Engineer /deck King 1 Sewer & Water Winches (power) $53.00 7A I 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -15 RFB # 14 -105 March 2014 County Trade lob Classification Wage Holiday Overtime Notes Power Equipment Operators- Underground Derricks, On Building King Sewer & Water Work $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Dozers D -9 & Under $52.58 7A 3C 8P Power Equipment Operators- Underground Drill Oilers: Auger Type, King Sewer & Water Truck Or Crane Mount $52.58 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Drilling Machine $53.00 7A 3C 8P Power Equipment Elevator And Man -lift: Operators- Underground Permanent And Shaft King Sewer & Water Type $50.22 7A 3C 8P Power Equipment Finishing Machine, Operators- Underground Bidwell And Gamaco & King Sewer & Water Similar Equipment $53.00 7A 3C 8P Power Equipment Operators- Underground Forklift: 3000 Lbs And King Sewer & Water Over With Attachments $52.58 7A 13C 8P Power Equipment Operators- Underground Forklifts: Under 3000 King Sewer & Water Lbs. With Attachments $50.22 7A 3C 8P Power Equipment Grade Engineer: Using Operators- Underground Blue Prints, Cut Sheets, King Sewer & Water Etc $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Gradechecker /stakeman $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Guardrail Punch $53.00 7A 3C 8P Hard Tail End Dump Power Equipment Articulating Off- Road Operators- Underground Equipment 45 Yards. & King Sewer & Water Over $53.49 7A 3C 8P Hard Tail End Dump Power Equipment Articulating Off -road Operators- Underground Equipment Under 45 King Sewer & Water Yards $53.00 7A 3C 8P Power Equipment Operators- Underground Horizontal /directional King Sewer & Water Drill Locator $52.58 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -16 RFB # 14 -105 March 2014 1 t it t r t C' []I I � fl J t 1 1 1 Fi 1 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Operators- Underground Horizontal /directional King Sewer & Water Drill Operator $53.00 7A 3C 8P Power Equipment Operators- Underground Hydralifts /boom Trucks King Sewer & Water Over 10 Tons $52.58 7A 3C 8P Power Equipment Operators- Underground Hydralifts /boom Trucks, King Sewer & Water 10 Tons And Under $50.22 7A 3C 81) Power Equipment Operators- Underground Loader, Overhead 8 King Sewer & Water Yards. & Over $54.04 7A 3C 8P Power Equipment Loader, Overhead, 6 Operators - Underground Yards. But Not Including King Sewer & Water 8 Yards $53.49 7A 3C 8P Power Equipment Operators- Underground Loaders, Overhead King Sewer & Water Under 6 Yards $53.001 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Loaders, Plant Feed $53.00 7A 3C 8P Power Equipment Operators- Underground Loaders: Elevating Type King Sewer & Water Belt $52.58 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Locomotives, All $53.00 7A 3C 8P Power Equipment Operators- Underground Material Transfer King Sewer & Water Device $53.00 7A 3C 8P Power Equipment Mechanics, All (leadmen Operators- Underground - $0.50 Per Hour Over King Sewer & Water Mechanic) $54.04 7A 3C 8P Power Equipment Operators- Underground Motor Patrol Grader - King Sewer & Water Non- finishing $52.58 7A 3C 8P Power Equipment Operators- Underground Motor Patrol Graders, King Sewer & Water Finishing $53.49 7A 3C 8P Mucking Machine, Power Equipment Mole, Tunnel Drill, Operators - Underground Boring, Road Header King Sewer & Water And /or Shield 1 $53.49 1 7A 13C I 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -17 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Oil Distributors, Blower Operators- Underground Distribution & Mulch King Sewer & Water Seeding Operator $50.22 7A 3C 8P Outside Hoists Power Equipment (elevators And Operators- Underground Manlifts), Air King Sewer & Water Tuggers,strato $52.58 7A 3C 8P Power Equipment Overhead, Bridge Type Operators- Underground Crane: 20 Tons Through King Sewer & Water 44 Tons $53.00 7A 3C 8P Power Equipment Operators- Underground Overhead, Bridge Type: King Sewer & Water 100 Tons And Over $54.04 7A 3C 8P Power Equipment Overhead, Bridge Type: Operators- Underground 45 Tons Through 99 King Sewer & Water Tons $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Pavement Breaker $50.22 7A 3C 81) Power Equipment Operators- Underground Pile Driver (other Than King Sewer & Water Crane Mount) $53.00 7A 3C 8P Power Equipment Operators- Underground Plant Oiler - Asphalt, King Sewer & Water Crusher $52.58 7A 3C 81) Power Equipment Operators- Underground Posthole Digger, King I Sewer & Water Mechanical $50.22 7A 3C 81) Power Equipment Operators- Underground King Sewer & Water Power Plant $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Pumps - Water $50.22 7A 3C 8P Power Equipment Operators- Underground Quad 9, Hd 41, D10 And King Sewer & Water Over $53.49 7A 3C 8P Power Equipment Quick Tower - No Cab, Operators- Underground Under 100 Feet In King Sewer & Water Height Based To Boom $50.22 7A 3C 81) Remote Control Power Equipment Operator On Rubber Operators- Underground Tired Earth Moving King Sewer & Water Equipment $53.49 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -18 RFB # 14 -105 March 2014 t 1 t 1 1 i 1 0 1 1 1 1 t County Trade Job Classification Wage I Holiday Overtime Notes Power Equipment Operators- Underground King Sewer & Water Rigger And Bellman $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Rollagon $53.49 7A 3C 8P Power Equipment Operators- Underground Roller, Other Than Plant King Sewer & Water Mix $50.22 1 7A 3C 8P Power Equipment Operators- Underground Roller, Plant Mix Or King Sewer & Water Multi -lift Materials $52.58 7A 3C 81) Power Equipment Operators- Underground King Sewer & Water Roto -mill, Roto - grinder $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Saws - Concrete $52.58 7A 3C 8P Power Equipment Operators- Underground Scraper, Self Propelled King Sewer & Water Under 45 Yards $53.00 7A 3C 8P Power Equipment Operators- Underground Scrapers - Concrete & King Sewer & Water Carry All $52.58 7A 3C 81) Power Equipment Operators- Underground Scrapers, Self- propelled: King Sewer & Water 45 Yards And Over $53.49 7A 3C 8P Power Equipment Operators- Underground Service Engineers - King Sewer & Water Equipment $52.58 7A 3C 8P Power Equipment Operators- Underground Shotcrete /gunite King Sewer & Water Equipment $50.22 7A 3C 81) Power Equipment Shovel , Excavator, Operators- Underground Backhoe, Tractors King Sewer & Water Under 15 Metric Tons. $52.58 7A 3C 8P Shovel, Excavator, Power Equipment Backhoe: Over 30 Operators- Underground Metric Tons To 50 King Sewer & Water Metric Tons $53.49 7A 3C 8P Power Equipment Shovel, Excavator, Operators- Underground Backhoes, Tractors: 15 King Sewer & Water To 30 Metric Tons $53.00 7A 3C 81) S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -19 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Shovel, Excavator, Power Equipment Backhoes: Over 50 Operators- Underground Metric Tons To 90 King Sewer & Water Metric Tons $54.04 7A 3C 8P Power Equipment Shovel, Excavator, Operators- Underground Backhoes: Over 90 King Sewer & Water Metric Tons $54.61 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Slipform Pavers $53.49 7A 3C 8P Power Equipment Operators- Underground Spreader, Topsider & King Sewer & Water Screedman $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Subgrader Trimmer $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Tower Bucket Elevators $52.58 7A 3C 8P Power Equipment Tower Crane Over Operators- Underground 175'in Height, Base To King Sewer & Water Boom $54.61 7A 3C 8P Power Equipment Operators- Underground Tower Crane Up To 175' King Sewer & Water In Height Base To Boom $54.04 7A 3C 813 Power Equipment Operators- Underground Transporters, All Track King Sewer & Water Or Truck Type $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Trenching Machines $52.58 7A 3C 8P Power Equipment Operators- Underground Truck Crane Oiler /driver King Sewer & Water - 100 Tons And Over $53.00 7A 3C 8P Power Equipment Operators- Underground Truck Crane Oiler /driver King Sewer & Water Under 100 Tons $52.58 7A 3C 8P Power Equipment Operators- Underground Truck Mount Portable King Sewer & Water Conveyor $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Welder $53.49 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -20 1 1 I � I � I � t 1 Li RFB # 14 -105 March 2014 , f' t n 0 1 County Trade Job Classification Wage I Holiday Overtime Notes Power Equipment Operators- Underground Wheel Tractors, Farmall King Sewer & Water Type $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Yo Yo Pay Dozer $53.00 7A 3C 8P Power Line Clearance Tree King Trimmers Journey Level In Charge $43.76 5A 4A Power Line Clearance Tree King Trimmers Spray Person $41.51 5A 4A Power Line Clearance Tree Tree Equipment King Trimmers Operator $43.76 5A 4A Power Line Clearance Tree King Trimmers Tree Trimmer $39.10 5A 4A Power Line Clearance Tree Tree Trimmer King Trimmers Groundperson $29.44 5A 4A Refrigeration & Air King Conditioning Mechanics Journey Level $71.46 6Z 1G King Residential Brick Mason Journey Level $50.12 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 Residential Drywall King Applicators Journey Level $39.62 5D 1M King Residential Drywall Tapers Journey Level $49.79 5P 1E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $35.10 7L 1H Residential Insulation King Applicators Journey Level $26.28 1 King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 Residential Plumbers & King Pipefitters Journey Level $34.69 1 Residential Refrigeration & King Air Conditioning Mechanics Journey Level $71.46 6Z 1G Residential Sheet Metal Journey Level (Field or King Workers Shop) $41.84 7F 111 Residential Soft Floor King Layers Journey Level $42.15 5A 3D Residential Sprinkler Fitters King (Fire Protection) Journey Level $40.81 5C 211 King Residential Stone Masons Journey Level $50.12 5A 1M Residential Terrazzo King Workers Journey Level $46.96 5A 1M S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -21 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Residential Terrazzo /Tile Finishers Journey Level $21.46 1 King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $44.21 5A 111 King Roofers Using Irritable Bituminous Materials $47.21 5A 1R King Sheet Metal Workers Journey Level (Field or Shop) $69.37 7F 1E King Shipbuilding & Ship Repair Boilermaker $39.66 7M 1H King Shipbuilding & Ship Repair Carpenter $38.24 70 3B King Shipbuilding & Ship Repair Electrician $37.82 70 3B King Shipbuilding & Ship Repair Heat & Frost Insulator $58.93 5.1 1S King Shipbuilding & Ship Repair Laborer $36.78 70 3B King Shipbuilding & Ship Repair Machinist $37.81 70 3B King Shipbuilding & Ship Repair Operator $40.15 70 3B King Shipbuilding & Ship Repair Painter $37.79 70 3B King Shipbuilding & Ship Repair Pipefitter $37.77 70 3B King Shipbuilding & Ship Repair Rigger $37.76 70 3B King Shipbuilding & Ship Repair Sandblaster $36.78 70 3B King Shipbuilding & Ship Repair Sheet Metal $37.741 70 3B King Shipbuilding & Ship Repair Shipfitter $37.76 70 3B King Shipbuilding & Ship Repair Trucker $37.59 70 3B King Shipbuilding & Ship Repair Warehouse $37.65 70 3B King Shipbuilding & Ship Repair Welder /Burner $37.76 70 3B King Sign Makers & Installers (Electrical) Sign Installer $22.92 1 King Sign Makers & Installers (Electrical) Sign Maker $21.36 1 King Sign Makers & Installers (Non - Electrical) Sign Installer $27.28 1 King Sign Makers & Installers (Non - Electrical) Sign Maker $33.25 1 King Soft Floor Layers Journey Level $42.15 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Protection) Journey Level $69.59 5C 1X King Stage Rigging Mechanics (Non Structural) Journey Level $13.23 1 King Stone Masons Journey Level $50.12 5A 1M King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 King Surveyors Assistant Construction Site Surveyor $52.58 7A 3C 8P King Surveyors Chainman $52.06 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -22 1 1 1 t �l r RFB # 14 -105 March 2014 ' 1 1 fl n t �1 County Trade Job Classification Wage Holiday Overtime Notes Construction Site King Surveyors Surveyor $53.49 7A 3C 8P Telecommunication King Technicians Journey Level $22.76 1 Telephone Line King Construction - Outside Cable Splicer $36.01 5A 2B Telephone Line Hole Digger /Ground King Construction - Outside Person $20.05 5A 2B Telephone Line King Construction - Outside Installer (Repairer) $34.50 5A 2B Telephone Line Special Aparatus King Construction - Outside Installer 1 $36.01 5A 2B Telephone Line Special Apparatus King Construction - Outside Installer II $35.27 5A 2B Telephone Line Telephone Equipment King Construction - Outside Operator (Heavy) $36.01 5A 2B Telephone Line Telephone Equipment King Construction - Outside Operator (Light) $33.47 5A 2B Telephone Line King Construction - Outside Telephone Lineperson $33.47 5A 2B Telephone Line Television King Construction - Outside Groundperson $19.04 5A 2B Telephone Line Television King Construction - Outside Lineperson /Installer $25.27 5A 2B Telephone Line Television System King Construction - Outside Technician $30.20 5A 2B Telephone Line King Construction - Outside Television Technician $27.09 5A 2B Telephone Line King Construction - Outside Tree Trimmer $33.47 5A 2B King Terrazzo Workers Journey Level $46.96 5A 1M King Tile Setters Journey Level $21.65 1 Tile, Marble & Terrazzo King Finishers Finisher $37.79 5A 1B King Traffic Control Stripers Journey Level $42.33 7A 1K Asphalt Mix Over 16 Yards (W. WA -Joint King Truck Drivers Council 28) $47.91 51) 3A 8L Asphalt Mix To 16 Yards (W. WA -Joint Council King Truck Drivers 28) $47.07 5D 3A 8L King Truck Drivers Dump Truck & Trailer $47.91 5D 3A 8L Dump Truck (W. WA- King Truck Drivers Joint Council 28) $47.07 51) 3A 8L S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -23 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Truck Drivers Other Trucks (W. WA- Joint Council 28) $47.91 5D 3A 8L King Truck Drivers Transit Mixer $43.23 1 King Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $17.71 1 King Well Drillers & Irrigation Pump Installers Oiler $12.97 1 King Well Drillers & Irrigation Pump Installers Well Driller $18.00 1 King Asbestos Abatement Workers Journey Level $41.69 5D 1H King Boilermakers Journey Level $62.34 5N 1C King Brick Mason Brick And Block Finisher $43.26 5A 1M King Brick Mason Journey Level $50.12 5A 1M King Brick Mason Pointer - Caulker - Cleaner $50.12 5A 1M King Building Service Employees Janitor $20.59 5S 2F King Building Service Employees Traveling Waxer /Shampooer $21.00 5S 2F King Building Service Employees Window Cleaner (Non - Scaffold) $24.29 5S 2F King Building Service Employees Window Cleaner (Scaffold) $25.15 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $50.82 5D 1M King Carpenters Bridge, Dock And Wharf Carpenters $50.82 51) 1M King Carpenters Carpenter $50.82 5D 1M King Carpenters Carpenters on Stationary Tools $50.95 5D 1M King Carpenters Creosoted Material $50.92 5D 1M King Carpenters Floor Finisher $50.82 5D 1M King Carpenters Floor Layer $50.82 5D 1M King Carpenters Scaffold Erector $50.82 5D 1M King Cement Masons Journey Level $51.18 7A 1M King Divers & Tenders Diver $100.28 5D 1M 8A King. Divers & Tenders Diver On Standby $56.68 5D 1M King Divers & Tenders Diver Tender $52.23 5D 1M King Divers & Tenders Surface Rcv & Rov Operator $52.23 51) 1M King Divers & Tenders Surface Rcv & Rov Operator Tender $48.67 5A 113 King Dredge Workers Assistant Engineer $53.00 SD 3F King Dredge Workers Assistant Mate (Deckhand) $52.58 51) 3F S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -24 RFB # 14 -105 March 2014 1 1 H J 1 rl t t t t �1 1 L J J '1 [l j 11 1 1 County Trade Job Classification Wage Holiday Overtime Notes King Dredge Workers Boatmen $52.30 5D 3F King Dredge Workers Engineer Welder $54.04 5D 3F King Dredge Workers Leverman, Hydraulic $55.17 5D 3F King Dredge Workers Mates $52.30 51) 3F King Dredge Workers Oiler $52.58 5D 3F King Drywall Applicator Journey Level $50.82 5D 111 King Drywall Tapers Journey Level $49.79 5P 1E King Electrical Fixture Maintenance Workers Journey Level $25.34 5L 1E King Electricians - Inside Cable Splicer $64.24 7C 2W King Electricians - Inside Cable Splicer (tunnel) $69.07 7C 2W King Electricians - Inside Certified Welder $62.04 7C 2W King Electricians - Inside Certified Welder (tunnel) $66.65 7C 2W King Electricians - Inside Construction Stock Person $34.19 7C 2W King Electricians - Inside Journey Level $59.85 7C 2W King Electricians - Inside Journey Level (tunnel) $64.24 7C 2W King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Construction Cable Splicer $66.43 5A 4A King Electricians - Powerline Construction Certified Line Welder $60.75 5A 4A King Electricians - Powerline Construction Groundperson $42.36 5A 4A King Electricians - Powerline Construction Heavy Line Equipment Operator $60.75 5A 4A King Electricians - Powerline Construction Journey Level Lineperson $60.75 5A 4A King Electricians - Powerline Construction Line Equipment Operator $51.05 SA 4A King Electricians - Powerline Construction Pole Sprayer $60.75 5A 4A King Electricians - Powerline Construction Powderperson $45.39 5A 4A King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $77.70 7D 4A King Elevator Constructors Mechanic In Charge $84.24 7D 4A King Fabricated Precast Concrete Products All Classifications - In- Factory Work Only $14:60 5B 2K King Fence Erectors Fence Erector $15.18 1 King Flaggers Journey Level $35.34 7A 2Y King Glaziers Journey Level $53.76 71. 1Y S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -25 RFB # 14-105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Heat & Frost Insulators And Asbestos Workers Journeyman $58.93 5.1 1S King Heating Equipment Mechanics Journey Level $69.37 7F 1E King Hod Carriers & Mason Tenders Journey Level $42.99 7A 2Y King Industrial Power Vacuum Cleaner Journey Level $9.32 1 King Inland Boatmen Boat Operator $52.51 5B 1K King Inland Boatmen Cook $48.89 5B 1K King Inland Boatmen Deckhand $49.13 5B 1K King Inland Boatmen Deckhand Engineer $50.12 5B 1K King Inland Boatmen Launch Operator $51.34 5B 1K King Inland Boatmen Mate $51.34 5B 1K King Inspection /Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $31.49 1 King Inspection /Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $11.48 1 King Inspection /Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $24.91 1 King Inspection /Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $19.33 1 King Inspection /Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $20.45 1 King Insulation Applicators Journey Level $50.82 5D 1M King Ironworkers Journeyman $59.77 7N 10 King Laborers Air, Gas Or Electric Vibrating Screed $41.69 7A 2Y King Laborers Airtrac Drill Operator $42.99 7A 2Y King Laborers Ballast Regular Machine $41.69 7A 2Y King Laborers Batch Weighman $35.34 7A 2Y King Laborers Brick Pavers $41.69 7A 2Y King Laborers Brush Cutter $41.69 7A 2Y King Laborers Brush Hog Feeder $41.69 7A 2Y King Laborers Burner $41.69 7A 2Y King Laborers Caisson Worker $42.99 7A 2Y King Laborers Carpenter Tender $41.69 7A 2Y King Laborers Caulker $41.69 7A 2Y King Laborers Cement Dumper - paving $42.46 7A 2Y S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -26 ril 1 FI 1 L� RFB # 14 -105 March 2014 1 J Ll u J 1 'J r 1 1 County Trade Job Classification Wage Holiday Overtime Notes King Laborers Cement Finisher Tender $41.69 7A 2Y King Laborers Change House Or Dry Shack $41.69 7A 2Y King Laborers Chipping Gun (under 30 Lbs.) $41.69 7A 2Y King Laborers Chipping Gun(30 Lbs. And Over) $42.46 7A 2Y King Laborers Choker Setter $41.69 7A 2Y King Laborers Chuck Tender $41.69 7A 2Y King Laborers Clary Power Spreader $42.46 7A 2Y King Laborers Clean -up Laborer $41.69 7A 2Y King Laborers Concrete Dumper /chute Operator $42.46 7A 2Y King Laborers Concrete Form Stripper $41.69 7A 2Y King Laborers Concrete Placement Crew $42.46 7A 2Y King Laborers Concrete Saw Operator /core Driller $42.46 7A 2Y King Laborers Crusher Feeder $35.34 7A 2Y King Laborers Curing Laborer $41.69 7A 2Y King Laborers Demolition: Wrecking & Moving (incl. Charred Material) $41.69 7A 2Y King Laborers Ditch Digger $41.69 7A 2Y King Laborers Diver $42.99 7A 2Y King Laborers Drill Operator (hydraulic,diamond) $42.46 7A 2Y King Laborers Dry Stack Walls $41.69 7A 2Y King Laborers Dump Person $41.69 7A 2Y King Laborers Epoxy Technician $41.69 7A 2Y King Laborers Erosion Control Worker $41.69 7A 2Y King Laborers Faller & Bucker Chain Saw $42.46 7A 2Y King Laborers Fine Graders $41.69 7A 2Y King Laborers Firewatch $35.34 7A 2Y King Laborers Form Setter $41.69 7A 2Y King Laborers Gabian Basket Builders $41.69 7A 2Y King Laborers General Laborer $41.69 7A 2Y King Laborers Grade Checker & Transit Person $42.99 7A 2Y King Laborers Grinders $41.69 7A 2Y King Laborers Grout Machine Tender $41.69 7A 2Y S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -27 RFB # 14-105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Laborers Groutmen (pressure)including Post Tension Beams $42.46 7A 2Y King Laborers Guardrail Erector $41.69 7A 2Y King Laborers Hazardous Waste Worker (level A) $42.99 7A 2Y King Laborers Hazardous Waste Worker (level B) $42.46 7A 2Y King Laborers Hazardous Waste Worker (level C) $41.69 7A 2Y King Laborers High Scaler $42.99 7A 2Y King Laborers Jackhammer $42.46 7A 2Y King Laborers Laserbeam Operator $42.46 7A 2Y King Laborers Maintenance Person $41.69 7A 2Y King Laborers Manhole Builder - mudman $42.46 7A 2Y King Laborers Material Yard Person $41.69 7A 2Y King Laborers Motorman -dinky Locomotive $42.46 7A 2Y King Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Bla $42.46 7A 2Y King Laborers Pavement Breaker $42.46 7A 2Y King Laborers Pilot Car $35.34 7A 2Y King Laborers Pipe Layer Lead $42.99 7A 2Y King Laborers Pipe Layer /tailor $42.46 7A 2Y King Laborers Pipe Pot Tender $42.46 7A 2Y King Laborers Pipe Reliner $42.46 7A 2Y King Laborers Pipe Wrapper $42.46 7A 2Y King Laborers Pot Tender $41.69 7A 2Y King Laborers Powderman $42.99 7A 2Y King Laborers Powderman's Helper $41.69 7A 2Y King Laborers Power Jacks $42.46 7A 2Y King Laborers Railroad Spike Puller - Power $42.46 7A 2Y King Laborers Raker - Asphalt $42.99 7A 2Y King Laborers Re- timberman $42.99 7A 2Y King Laborers Remote Equipment Operator $42.46 7A 2Y S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -28 0 1 r. C� 1 Ci RFB # 14 -105 March 2014 F �1 1 1 1 j 1 1 County Trade Job Classification Wage Holiday Overtime Notes King Laborers Rigger /signal Person $42.46 7A 2Y King Laborers Rip Rap Person $41.69 7A 2Y King Laborers Rivet Buster $42.46 7A 2Y King Laborers Rodder $42.46 7A 2Y King Laborers Scaffold Erector $41.69 7A 2Y King Laborers Scale Person $41.69 7A 2Y King Laborers Sloper (over 20)" $42.46 7A 2Y King Laborers Sloper Sprayer $41.69 7A 2Y King Laborers Spreader (concrete) $42.46 7A 2Y King Laborers Stake Hopper $41.69 7A 2Y King Laborers Stock Piler $41.69 7A 2Y King Laborers Tamper & Similar Electric, Air & Gas Operated Tools $42.46 7A 2Y King Laborers Tamper (multiple & Self - propelled) $42.46 7A 2Y King Laborers Timber Person - Sewer (lagger, Shorer & Cribber) $42.46 7A 2Y King Laborers Toolroom Person (at Jobsite) $41.69 7A 2Y King Laborers Topper $41.69 7A 2Y King Laborers Track Laborer $41.69 7A 2Y King Laborers Track Liner (power) $42.46 7A 2Y King Laborers Traffic Control Laborer $37.79 7A 2Y 811 King Laborers Traffic Control Supervisor $37.79 7A 2Y 811 King - Laborers Truck Spotter $41.69 7A 2Y King Laborers Tugger Operator $42.46 7A 2Y King Laborers Tunnel Work- Compressed Air Worker 0 -30 psi $60.06 7A 2Y 8Q King Laborers Tunnel Work - Compressed Air Worker 30.01 -44.00 psi $65.09 7A 2Y 8Q King Laborers Tunnel Work- Compressed Air Worker 44.01 -54.00 psi $68.77 7A 2Y 8Q King Laborers Tunnel Work- Compressed Air Worker 54.01 -60.00 psi $74.47 7A 2Y 8Q King Laborers Tunnel Work - Compressed Air Worker 60.01 -64.00 psi $76.59 7A 2Y 8Q S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -29 RFB # 14-105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Laborers Tunnel Work- Compressed Air Worker 64.01 -68.00 psi $81.69 7A 2Y 8Q King Laborers Tunnel Work- Compressed Air Worker 68.01 -70.00 psi $83.59 7A 2Y 8Q King Laborers Tunnel Work - Compressed Air Worker 70.01 -72.00 psi $85.59 7A 1H 8Q King Laborers Tunnel Work - Compressed Air Worker 72.01 -74.00 psi $87.59 7A 1H 8Q King Laborers Tunnel Work -Guage and Lock Tender $43.09 7A 2Y 8Q King Laborers Tunnel Work -Miner $43.09 7A 2Y 8Q King Laborers Vibrator $42.46 7A 2Y King Laborers Vinyl Seamer $41.69 7A 2Y King Laborers Watchman $32.12 7A 2Y King Laborers Welder $42.46 7A 2Y King Laborers Well Point Laborer $42.46 7A 2Y King Laborers Window Washer /cleaner $32.12 7A 2Y King Laborers - Underground Sewer & Water General Laborer & Topman $41.69 7A 2Y King Laborers - Underground Sewer & Water Pipe Layer $42.46 7A 2Y King Landscape Construction Irrigation Or Lawn Sprinkler Installers $13.56 1 King Landscape Construction Landscape Equipment Operators Or Truck Drivers $28.17 1 King Landscape Construction Landscaping or Planting Laborers $17.87 1 King Lathers Journey Level $50.82 5D 1H King Marble Setters Journey Level $50.12 5A 1M King Metal Fabrication (in Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $51.92 5D 1M King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Appendix A -30 March 2014 f 1 0 1 �1 iJ C u 1 f 1 1 u 0 u "I County Trade Job Classification Wage Holiday Overtime Notes Equipment King Modular Buildings Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.40 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $36.64 6Z 2B King Pile Driver Journey Level $51.07 5D 1M King Plasterers Journey Level $49.29 7Q 111 Playground & Park King Equipment Installers Journey Level $9.32 1 King Plumbers & Pipefitters Journey Level $72.69 6Z 1G Power Equipment King Operators Asphalt Plant Operators $53.49 7A 3C 8P Power Equipment King Operators Assistant Engineer $50.22 7A 3C 8P Power Equipment King Operators Barrier Machine (zipper) $53.00 7A 3C 8P Power Equipment Batch Plant Operator, King Operators Concrete $53.00 7A 3C 8P Power Equipment King Operators Bobcat $50.22 7A 3C 8P Power Equipment Brokk - Remote King Operators Demolition Equipment $50.22 7A 3C 8P Power Equipment King Operators Brooms $50.22 7A 3C 8P Power Equipment King Operators Bump Cutter $53.00 7A 3C 8P Power Equipment King Operators Cableways $53.49 7A 3C 8P Power Equipment King Operators Chipper $53.00 7A 3C 8P Power Equipment King Operators Compressor $50.22 7A 3C 8P Concrete Pump: Truck Power Equipment Mount With Boom King I Operators Attachment Over 42 M $53.49 7A 3C 8P .Power Equipment Concrete Finish King Operators Machine -laser Screed $50.22 7A 3C 8P Concrete Pump - Mounted Or Trailer High Power Equipment Pressure Line Pump, King Operators Pump High Pressure. $52.58 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -31 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Concrete Pump: Truck Power Equipment Mount With Boom King Operators Attachment Up To 42m $53.00 7A 3C 8P Power Equipment King Operators Conveyors $52.58 7A 3C 8P Cranes: 20 Tons Power Equipment Through 44 Tons With King Operators Attachments $53.00 7A 3C 813 Cranes: 100 Tons Through 199 Tons, Or Power Equipment 150' Of Boom (Including King Operators Jib With Attachments) $54.04 7A 3C 8P Cranes: 200 Tons To 300 Tons, Or 250' Of Boom Power Equipment (including Jib With King Operators Attachments) $54.61 7A 3C 8P Cranes: 45 Tons Through 99 Tons, Under Power Equipment 150' Of Boom (including King Operators Jib With Attachments) $53.49 7A 3C 8P Power Equipment Cranes: A -frame - 10 King Operators Tons And Under $50.22 7A 3C 8P Power Equipment Cranes: Friction 100 King Operators Tons Through 199 Tons $54.61 7A 3C 8P Power Equipment Cranes: Friction Over King Operators 200 Tons $55.17 7A 3C 8P Cranes: Over 300 Tons Or 300' Of Boom Power Equipment (including Jib With King Operators Attachments) $55.17 7A 3C 8P Cranes: Through 19 Power Equipment Tons With Attachments King Operators A -frame Over 10 Tons $52.58 7A 3C 8P Power Equipment King Operators Crusher $53.00 7A 3C 8P Power Equipment Deck Engineer /deck King Operators Winches (power) $53.00 7A 3C 8P Power Equipment Derricks, On Building King Operators Work $53.49 7A 3C 8P Power Equipment King Operators Dozers D -9 &Under $52.58 7A 3C 8P Power Equipment Drill Oilers: Auger Type, King Operators Truck Or Crane Mount $52.58 7A 3C 8P Power Equipment King Operators Drilling Machine $53.00 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -32 RFB # 14 -105 March 2014 n L I I 0 17 1 'l 0 1 County Trade Job Classification Wage Holiday Overtime Notes Elevator And Man -lift: Power Equipment Permanent And Shaft King Operators Type $50.22 7A 3C 8P Finishing Machine, Power Equipment Bidwell And Gamaco & King Operators Similar Equipment $53.00 7A 3C 8P Power Equipment Forklift: 3000 Lbs And King Operators Over With Attachments $52.58 7A 3C 8P Power Equipment Forklifts: Under 3000 King Operators Lbs. With Attachments $50.22 7A 3C 8P Grade Engineer: Using Power Equipment Blue Prints, Cut Sheets, King Operators Etc $53.00 7A 3C 8P Power Equipment King Operators Gradechecker /stakeman $50.22 7A 3C 8P Power Equipment King Operators Guardrail Punch $53.00 7A 3C 8P Hard Tail End Dump Articulating Off- Road Power Equipment Equipment 45 Yards. & King Operators Over $53.49 7A 3C 81) Hard Tail End Dump Articulating Off -road Power Equipment Equipment Under 45 King Operators Yards $53.00 7A 3C 8P Power Equipment Horizontal /directional King Operators Drill Locator $52.58 7A 3C 8P Power Equipment Horizontal /directional King Operators Drill Operator $53.00 7A 3C 8P Power Equipment Hydralifts /boom Trucks King Operators Over 10 Tons $52.58 7A 3C 8P Power Equipment Hydralifts /boom Trucks, King Operators 10 Tons And Under $50.22 7A 3C 8P Power Equipment Loader, Overhead 8 King Operators Yards. & Over $54.04 7A 13C 8P Loader, Overhead, 6 Power Equipment Yards. But Not Including King Operators 8 Yards $53.49 7A 3C 8P Power Equipment Loaders, Overhead King Operators Under 6 Yards $53.00 7A 3C 8P Power Equipment King Operators Loaders, Plant Feed $53.00 7A 3C 8P Power Equipment Loaders: Elevating Type King Operators Belt $52.58 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -33 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment King Operators Locomotives, All $53.00 7A 3C 8P Power Equipment Material Transfer King Operators Device $53.00 7A 3C 81) Mechanics, All (leadmen Power Equipment - $0.50 Per Hour Over King Operators Mechanic) $54.04 7A 3C 8P Power Equipment Motor Patrol Grader - King Operators Non - finishing $52.58 7A 3C 8P Power Equipment Motor Patrol Graders, King Operators Finishing $53.49 7A 3C 8P Mucking Machine, Mole, Tunnel Drill, Power Equipment Boring, Road Header King Operators And /or Shield $53.49 7A 13C 8P Oil Distributors, Blower Power Equipment Distribution & Mulch King Operators Seeding Operator $50.22 7A 3C 8P Outside Hoists (elevators And Power Equipment Manlifts), Air King Operators Tuggers,strato $52.58 7A 3C 81) Overhead, Bridge Type Power Equipment Crane: 20 Tons Through King Operators 44 Tons $53.00 7A 3C 8P Power Equipment Overhead, Bridge Type: King Operators 100 Tons And Over $54.04 7A 3C 8P Overhead, Bridge Type: Power Equipment 45 Tons Through 99 King Operators Tons $53.49 7A 3C 81) Power Equipment King Operators Pavement Breaker $50.22 7A 3C 81) Power Equipment Pile Driver (other Than King Operators Crane Mount) $53.00 7A 3C 8P Power Equipment Plant Oiler - Asphalt, King Operators Crusher $52.58 7A 3C 8P Power Equipment Posthole Digger, King Operators Mechanical $50.22 7A 3C 8P Power Equipment King Operators Power Plant $50.22 7A 3C 8P Power Equipment King Operators Pumps - Water $50.22 7A 3C 8P Power Equipment Quad 9, Hd 41, D10 And King Operators Over $53.49 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -34 1 11 �j 11 L r� RFB # 14 -105 March 2014 ' u n 1 County Trade Job Classification Wage Holiday Overtime Notes Quick Tower - No Cab, Power Equipment Under 100 Feet In King Operators Height Based To Boom $50.22 7A 3C 8P Remote Control Operator On Rubber Power Equipment Tired Earth Moving King Operators Equipment $53.49 7A 3C 8P Power Equipment King Operators Rigger And Bellman $50.22 7A 3C 8P Power Equipment King Operators Rollagon $53.49 7A 3C 8P Power Equipment Roller, Other Than Plant King Operators Mix $50.22 7A 3C 813 Power Equipment Roller, Plant Mix Or King Operators Multi -lift Materials $52.58 7A 3C 8P Power Equipment King Operators Roto -mill, Roto - grinder $53.00 7A 3C 8P Power Equipment King Operators Saws - Concrete $52.58 7A 3C 813 Power Equipment Scraper, Self Propelled King Operators Under 45 Yards $53.00 7A 3C 8P Power Equipment Scrapers - Concrete & King Operators Carry All $52.58 7A 3C 8P Power Equipment Scrapers, Self- propelled: King Operators 45 Yards And Over $53.49 7A 3C 8P Power Equipment Service Engineers - King Operators Equipment $52.58 7A 3C 8P Power Equipment Shotcrete /gunite King Operators Equipment $50.22 7A 3C 8P Shovel , Excavator, Power Equipment Backhoe, Tractors King Operators Under 15 Metric Tons. $52.58 7A 3C 8P Shovel, Excavator, Backhoe: Over 30 Power Equipment Metric Tons To 50 King Operators Metric Tons $53.49 7A 3C 8P Shovel, Excavator, Power Equipment Backhoes, Tractors: 15 King Operators To 30 Metric Tons $53.00 7A 3C 81) Shovel, Excavator, Backhoes: Over 50 Power Equipment Metric Tons To 90 King Operators Metric Tons 1 $54.04 1 7A 13C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -35 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Shovel, Excavator, Power Equipment Backhoes: Over 90 King Operators Metric Tons $54.61 7A 3C 8P Power Equipment King Operators Slipform Pavers $53.49 7A 3C 8P Power Equipment Spreader, Topsider & King Operators Screedman $53.49 7A 3C 8P Power Equipment King Operators Subgrader Trimmer $53.00 7A 3C 81) Power Equipment King Operators Tower Bucket Elevators $52.58 7A 3C 8P Tower Crane Over Power Equipment 175'in Height, Base To King Operators Boom $54.61 7A 3C 8P Power Equipment Tower Crane Up To 175' King Operators In Height Base To Boom $54.04 7A 3C 8P Power Equipment Transporters, All Track King Operators Or Truck Type $53.49 7A 3C 8P Power Equipment King Operators Trenching Machines $52.58 7A 3C 8P Power Equipment Truck Crane Oiler /driver King Operators - 100 Tons And Over $53.00 7A 3C 8P Power Equipment Truck Crane Oiler /driver King Operators Under 100 Tons $52.58 7A 3C 8P Power Equipment Truck Mount Portable King Operators Conveyor $53.00 7A 3C 8P Power Equipment King Operators Welder $53.49 7A 3C 8P Power Equipment Wheel Tractors, Farmall King Operators Type $50.22 7A 3C 81) Power Equipment King Operators Yo Yo Pay Dozer $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Asphalt Plant Operators $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Assistant Engineer $50.22 7A 3C 81) Power Equipment Operators- Underground King Sewer & Water Barrier Machine (zipper) $53.00 7A 3C 81) Power Equipment Operators- Underground Batch Plant Operator, King Sewer & Water Concrete $53.00 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Appendix A -36 March 2014 u t 1 t 11 1 0 1 r 1 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Operators- Underground King Sewer & Water Bobcat $50.22 7A 3C 8P Power Equipment Operators- Underground Brokk - Remote King Sewer & Water Demolition Equipment $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Brooms $50.22 7A 3C 81) Power Equipment Operators- Underground King Sewer & Water Bump Cutter $53.00 7A 3C 81) Power Equipment Operators- Underground King Sewer & Water Cableways $53.49 7A 3C 8P Power Equipment Operators- Underground King I Sewer & Water Chipper $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Compressor $50.22 7A 3C 8P Power Equipment Concrete Pump: Truck Operators- Underground Mount With Boom King I Sewer & Water Attachment Over 42 M $53.49 7A 3C 8P Power Equipment Operators- Underground Concrete Finish King Sewer & Water Machine -laser Screed $50.22 7A 13C 8P Concrete Pump - Power Equipment Mounted Or Trailer High Operators- Underground Pressure Line Pump, King Sewer & Water Pump High Pressure. $52.58 7A 3C 8P Power Equipment Concrete Pump: Truck Operators- Underground Mount With Boom King Sewer & Water Attachment Up To 42m $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Conveyors $52.58 7A 3C 8P Power Equipment Cranes: 20 Tons Operators- Underground Through 44 Tons With King Sewer & Water Attachments $53.00 1 7A 3C 8P Cranes: 100 Tons Power Equipment Through 199 Tons, Or Operators- Underground 150' Of Boom (including King Sewer & Water Jib With Attachments) $54.04 7A 13C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -37 RFB # 14-105 March 2014 County Trade Job Classification Wage I Holiday Overtime Notes Cranes: 200 Tons To 300 Power Equipment Tons, Or 250' Of Boom Operators- Underground (including Jib With King Sewer & Water Attachments) $54.61 7A 3C 8P Cranes: 45 Tons Power Equipment Through 99 Tons, Under Operators- Underground 150' Of Boom (including King Sewer & Water Jib With Attachments) $53.49 7A 3C 8P Power Equipment Operators- Underground Cranes: A -frame -10 King Sewer & Water Tons And Under $50.22 7A 3C 8P Power Equipment Operators- Underground Cranes: Friction 100 King Sewer & Water Tons Through 199 Tons $54.61 7A 3C 8P Power Equipment Operators- Underground Cranes: Friction Over King Sewer & Water 200 Tons $55.17 7A 3C 8P Cranes: Over 300 Tons Power Equipment Or 300' Of Boom Operators- Underground (including Jib With King Sewer & Water Attachments) $55.17 7A 13C 8P Power Equipment Cranes: Through 19 Operators- Underground Tons With Attachments King Sewer & Water A -frame Over 10 Tons $52.58 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Crusher $53.00 7A 3C 8P Power Equipment Operators- Underground Deck Engineer /deck King Sewer & Water Winches (power) $53.00 7A 3C 8P Power Equipment Operators- Underground Derricks, On Building King Sewer & Water Work $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Dozers D -9 & Under $52.58 7A 3C 8P Power Equipment Operators- Underground Drill Oilers: Auger Type, King I Sewer & Water Truck Or Crane Mount $52.58 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Drilling Machine $53.00 7A 3C 8P Power Equipment Elevator And Man -lift: Operators- Underground Permanent And Shaft King Sewer & Water IType $50.22 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Appendix A -38 March 2014 1 0 1 u �I li 1 1 I t r� County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Finishing Machine, Operators- Underground Bidwell And Gamaco & King Sewer & Water Similar Equipment $53.00 7A 3C 8P Power Equipment Operators- Underground Forklift: 3000 Lbs And King Sewer & Water Over With Attachments $52.58 7A 3C 8P Power Equipment Operators- Underground Forklifts: Under 3000 King Sewer & Water Lbs. With Attachments $50.22 7A 3C SP Power Equipment Grade Engineer: Using Operators- Underground Blue Prints, Cut Sheets, King Sewer & Water Etc $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Gradechecker /stakeman $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Guardrail Punch $53.00 7A 3C 8P Hard Tail End Dump Power Equipment Articulating Off- Road Operators- Underground Equipment 45 Yards. & King Sewer & Water Over $53.49 7A 3C 8P Hard Tail End Dump Power Equipment Articulating Off -road Operators- Underground Equipment Under 45 King Sewer & Water Yards $53.00 7A 3C 8P Power Equipment Operators- Underground Horizontal /directional King Sewer & Water Drill Locator $52.58 7A 3C 8P Power Equipment Operators- Underground Horizontal /directional King Sewer & Water Drill Operator $53.00 7A 3C 8P Power Equipment Operators- Underground Hydralifts /boom Trucks King Sewer & Water Over 10 Tons $52.58 7A 3C 8P Power Equipment Operators- Underground Hydralifts /boom Trucks, King Sewer & Water 10 Tons And Under $50.22 7A 3C 8P Power Equipment Operators- Underground Loader, Overhead 8 King Sewer & Water Yards. & Over $54.04 7A 3C 8P Power Equipment Loader, Overhead, 6 Operators- Underground Yards. But Not Including King Sewer & Water 8 Yards $53.49 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -39 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Operators- Underground Loaders, Overhead King Sewer & Water Under 6 Yards $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Loaders, Plant Feed $53.00 7A 3C 8P Power Equipment Operators- Underground Loaders: Elevating Type King Sewer & Water Belt $52.58 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Locomotives, All $53.00 7A 3C 8P Power Equipment Operators- Underground Material Transfer King Sewer & Water Device $53.00 7A 3C 8P Power Equipment Mechanics, All (leadmen Operators- Underground - $0.50 Per Hour Over King Sewer & Water Mechanic) $54.04 7A 3C 8P Power Equipment Operators- Underground Motor Patrol Grader - King Sewer & Water Non - finishing $52.58 7A 3C 8P Power Equipment Operators- Underground Motor Patrol Graders, King Sewer & Water Finishing $53.49 7A 3C 8P Mucking Machine, Power Equipment Mole, Tunnel Drill, Operators- Underground Boring, Road Header King Sewer & Water And /or Shield $53.49 7A 3C 8P Power Equipment Oil Distributors, Blower Operators- Underground Distribution & Mulch King Sewer & Water Seeding Operator $50.22 1 7A 3C 8P Outside Hoists Power Equipment (elevators And Operators- Underground Manlifts), Air King Sewer & Water Tuggers,strato $52.58 7A 3C 8P Power Equipment Overhead, Bridge Type Operators- Underground Crane: 20 Tons Through King Sewer & Water 44 Tons $53.00 7A 3C 8P Power Equipment Operators- Underground Overhead, Bridge Type: King Sewer & Water 100 Tons And Over $54.04 7A 3C 8P Power Equipment Overhead, Bridge Type: Operators- Underground 45 Tons Through 99 King Sewer & Water Tons $53.49 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Appendix A -40 March 2014 u t I - � 1� u 1 County Trade Job Classification Wage I Holiday Overtime Notes Power Equipment Operators- Underground King Sewer & Water Pavement Breaker $50.22 7A 3C 8P Power Equipment Operators- Underground Pile Driver (other Than King Sewer & Water Crane Mount) $53.00 7A 3C 81) Power Equipment Operators- Underground Plant Oiler - Asphalt, King Sewer & Water Crusher $52.58 7A 3C 81) Power Equipment Operators- Underground Posthole Digger, King Sewer & Water Mechanical $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Power Plant $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Pumps - Water $50.22 7A 3C 8P Power Equipment Operators- Underground Quad 9, Hd 41, D10 And King Sewer & Water Over $53.49 7A 3C 8P Power Equipment Quick Tower - No Cab, Operators- Underground Under 100 Feet In King Sewer & Water Height Based To Boom $50.22 7A 3C 8P Remote Control Power Equipment Operator On Rubber Operators- Underground Tired Earth Moving King Sewer & Water Equipment $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Rigger And Bellman $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Rollagon $53.49 7A 3C 8P Power Equipment Operators- Underground Roller, Other Than Plant King Sewer & Water Mix $50.22 7A 3C 8P Power Equipment Operators- Underground Roller, Plant Mix Or King Sewer & Water Multi -lift Materials $52.58 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Roto -mill, Roto - grinder $53.00 7A 3C 8P S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -41 RFB # 14-105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Operators- Underground King Sewer & Water Saws - Concrete $52.58 7A 3C 8P Power Equipment Operators- Underground Scraper, Self Propelled King Sewer & Water Under 45 Yards $53.00 7A 3C 8P Power Equipment Operators- Underground Scrapers - Concrete & King Sewer & Water Carry All $52.58 7A 3C 8P Power Equipment Operators- Underground Scrapers, Self- propelled: King Sewer & Water 45 Yards And Over $53.49 7A 3C 8P Power Equipment Operators- Underground Service Engineers - King Sewer & Water Equipment $52.58 7A 3C 8P Power Equipment Operators- Underground Shotcrete /gunite King Sewer & Water Equipment $50.22 1 7A 3C 8P Power Equipment Shovel , Excavator, Operators- Underground Backhoe, Tractors King Sewer & Water Under 15 Metric Tons. $52.58 7A 3C 8P Shovel, Excavator, Power Equipment Backhoe: Over 30 Operators- Underground Metric Tons To 50 King Sewer & Water Metric Tons $53.49 7A 3C 8P Power Equipment Shovel, Excavator, Operators- Underground Backhoes, Tractors: 15 King Sewer & Water To 30 Metric Tons $53.00 7A 3C 8P Shovel, Excavator, Power Equipment Backhoes: Over 50 Operators- Underground Metric Tons To 90 King Sewer & Water Metric Tons $54.04 7A 3C 8P Power Equipment Shovel, Excavator, Operators- Underground Backhoes: Over 90 King Sewer & Water Metric Tons $54.61 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Slipform Pavers $53.49 7A 3C 8P Power Equipment Operators- Underground Spreader, Topsider & King Sewer & Water Screedman $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water 1 Subgrader Trimmer 1 $53.00 7A 13C I 8P S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Appendix A -42 March 2014 1 t 1 J �1 1 t F 1 1 [l n, i t k H County Trade Job Classification Wage Holiday Overtime Notes Power Equipment Operators- Underground King Sewer & Water Tower Bucket Elevators $52.58 7A 3C 8P Power Equipment Tower Crane Over Operators- Underground 175'in Height, Base To King Sewer & Water Boom $54.61 7A 3C 8P Power Equipment Operators- Underground Tower Crane Up To 175' King Sewer & Water In Height Base To Boom $54.04 7A 3C 8P Power Equipment Operators- Underground Transporters, All Track King Sewer & Water Or Truck Type $53.49 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Trenching Machines $52.58 7A 13C 8P Power Equipment Operators- Underground Truck Crane Oiler /driver King Sewer & Water - 100 Tons And Over $53.00 7A 3C 81) Power Equipment Operators- Underground Truck Crane Oiler /driver King Sewer & Water Under 100 Tons $52.58 7A 13C 8P Power Equipment Operators- Underground Truck Mount Portable King Sewer & Water Conveyor $53.00 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Welder $53.49 7A 3C 8P Power Equipment Operators- Underground Wheel Tractors, Farmall King Sewer & Water 11 Type $50.22 7A 3C 8P Power Equipment Operators- Underground King Sewer & Water Yo Yo Pay Dozer $53.00 7A 3C 81) Power Line Clearance Tree King I Trimmers Journey Level In Charge $43.76 5A 4A Power Line Clearance Tree King Trimmers Spray Person $41.51 5A 4A Power Line Clearance Tree Tree Equipment King Trimmers Operator $43.76 5A 4A Power Line Clearance Tree King Trimmers Tree Trimmer $39.10 5A 4A Power Line Clearance Tree Tree Trimmer King Trimmers Groundperson $29.44 5A 4A Refrigeration & Air King Conditioning Mechanics Journey Level $71.46 6Z 1G S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -43 RFB # 14-105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes King Residential Brick Mason Journey Level $50.12 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $39.62 5D 1M King Residential Drywall Tapers Journey Level $49.79 5P 1E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $35.10 71. 1H King Residential Insulation Applicators Journey Level $26.28 1 King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers & Pipefitters Journey Level $34.69 1 King Residential Refrigeration & Air Conditioning Mechanics Journey Level $71.46 6Z 1G King Residential Sheet Metal Workers Journey Level (Field or Shop) $41.84 7F 1R King Residential Soft Floor Layers Journey Level $42.15 5A 31) King Residential Sprinkler Fitters (Fire Protection) Journey Level $40.81 5C 211 King Residential Stone Masons Journey Level $50.12 5A 1M King Residential Terrazzo Workers Journey Level $46.96 5A 1M King Residential Terrazzo /Tile Finishers Journey Level $21.46 1 King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $44.21 5A 111 King Roofers Using Irritable Bituminous Materials $47.21 5A 111 King Sheet Metal Workers Journey Level (Field or Shop) $69.37 7F 1E King Shipbuilding & Ship Repair Boilermaker $39.66 7M 1H King Shipbuilding & Ship Repair Carpenter $38.24 70 3B King Shipbuilding & Ship Repair Electrician $37.82 70 3B King Shipbuilding & Ship Repair Heat & Frost Insulator $58.93 5J 1S King Shipbuilding & Ship Repair Laborer $36.78 70 3B King Shipbuilding & Ship Repair Machinist $37.81 70 3B King Shipbuilding & Ship Repair Operator $40.15 70 3B King Shipbuilding & Ship Repair Painter $37.79 70 3B King Shipbuilding & Ship Repair Pipefitter $37.77 70 3B King Shipbuilding & Ship Repair I Rigger $37.76 70 3B S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -44 1 n t i� fl I RFB # 14 -105 March 2014 i I\ 1 I 1 t County Trade Job Classification Wage Holiday Overtime Notes King Shipbuilding & Ship Repair Sandblaster $36.78 70 3B King Shipbuilding & Ship Repair Sheet Metal $37.74 70 3B King Shipbuilding & Ship Repair Shipfitter $37.76 70 3B King Shipbuilding & Ship Repair Trucker $37.59 70 3B King Shipbuilding & Ship Repair Warehouse $37.65 70 3B King Shipbuilding & Ship Repair Welder /Burner $37.76 70 3B King Sign Makers & Installers (Electrical) Sign Installer $22.92 1 King Sign Makers & Installers (Electrical) Sign Maker $21.36 1 King Sign Makers & Installers (Non - Electrical) Sign Installer $27.28 1 King Sign Makers & Installers (Non - Electrical) Sign Maker $33.25 1 King Soft Floor Layers Journey Level $42.15 5A 13D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Protection) Journey Level $69.59 5C 1X King Stage Rigging Mechanics (Non Structural) Journey Level $13.23 1 King Stone Masons Journey Level $50.12 5A 1M King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 King Surveyors Assistant Construction Site Surveyor $52.58 7A 3C 8P King Surveyors Chainman $52.06 7A 3C 8P King Surveyors Construction Site Surveyor $53.49 1 7A 3C 8P King Telecommunication Technicians Journey Level $22.76 1 King Telephone Line Construction - Outside Cable Splicer $36.01 5A 2B King Telephone Line Construction - Outside Hole Digger /Ground Person $20.05 5A 2B King Telephone Line Construction - Outside Installer (Repairer) $34.50 5A 2B King Telephone Line Construction - Outside Special Aparatus Installer 1 $36.01 5A 2B King Telephone Line Construction - Outside Special Apparatus Installer II $35.27 5A 2B King Telephone Line Construction - Outside Telephone Equipment Operator (Heavy) $36.01 5A 2B King Telephone Line Construction - Outside Telephone Equipment Operator (Light) $33.47 5A 2B S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -45 RFB # 14 -105 March 2014 County Trade Job Classification Wage Holiday Overtime Notes Telephone Line King Construction - Outside Telephone Lineperson $33.47 5A 213 Telephone Line Television King Construction - Outside Groundperson $19.04 5A 2B Telephone Line Television King Construction - Outside Lineperson /Installer $25.27 5A 2B Telephone Line Television System King Construction - Outside Technician $30.20 5A 2B Telephone Line King Construction - Outside Television Technician $27.09 5A 26 Telephone Line King Construction - Outside Tree Trimmer $33.47 5A 2B King Terrazzo Workers Journey Level $46.96 5A 1M King Tile Setters Journey Level $21.65 1 Tile, Marble & Terrazzo King Finishers Finisher $37.79 5A 1B King Traffic Control Stripers Journey Level $42.33 7A 1K Asphalt Mix Over 16 Yards (W. WA -Joint King Truck Drivers Council 28) $47.91 5D 3A 8L Asphalt Mix To 16 Yards (W. WA -Joint Council King Truck Drivers 28) $47.07 5D 3A 81. King Truck Drivers Dump Truck & Trailer $47.91 5D 3A 81. Dump Truck (W. WA- King Truck Drivers Joint Council 28) $47.07 5D 3A 8L Other Trucks (W. WA- King I Truck Drivers Joint Council 28) $47.91 5D 3A 8L King Truck Drivers Transit Mixer $43.23 1 Well Drillers & Irrigation King Pump Installers Irrigation Pump Installer $17.71 1 Well Drillers & Irrigation King Pump Installers Oiler $12.97 1 Well Drillers & Irrigation i King Pump Installers Well Driller $18.00F 1 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault Appendix A -46 RFB # 14 -105 March 2014 I � t I � 1 r] t I � l APPENDIX B WSDOT STANDARD PLANS S 320th Street at 20th Avenue S Intersection Improvements RFB # 14 -105 Water Quality Vault Appendix B -1 March 2014 ii it 1 1 tnow>_ mom mma� C T W T E a mc�-Qt F-OgZ `. �mmm c � c 3 Qg 'a O W m y Q m c a m W c c atnc��Lm,m YE�{Cp c m m m J Q W d d g K LL LL Oru '30 x O Za ru w E. wi 'Ka m yjC U� ON }id m �G °w UN mr WR �M pC Ca E ..�c L N^ m y y�oa wS m- m m? � o' L •� m o iao,�mm g m E CL L-. 7 ME EZ C Eye' � m m `o E w EO mT-i E ON �O mw.L.0 m$•EcA W EW my m`4- E mE o cQ y jtA 'v m n W mOn-0 . 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H LL � � O Q �n LO wQ i < Q 3 w U af c-P J— _ O a fn a 3Q Q N n� i °D io ! o ww 4-4 n �x - m C.DO p M Q QN c 04 wQ rc (I sixv V. �~ N r7 � O IOz �z O m m o0 O OW > n W�< N U� w F W �4 II J J \W sixv ,V, --- 3Sdill3 0 m SIXV y .8. 3Sdnl3 n .0-.z .4 -.Z� Q w O z wa N aU u N .8 .0-.1 i 6a m - a 3 a .0 -,£ w N z i n L) U� JY mm 0 w O a �+ O 0: o LUX < Q w J EL 04 U } O w� a ~¢ V 4 0 N K Q W EL K SEAL JOINT PAVEMENT RESTORATION MINIMUM 3" HMA CL J" EXISTING ACP LIMITS, 1' BACK FROM PG 64 -22 (COMPACTED DEPTH) EDGE OF TRENCH OR MATCH EXISTING (3' MIN. WIDTH) WHICHEVER IS GREATER NATIVE SUBBASE ACP TRENCH RESTORATION 1' EXISTING BASE 5/8" MINUS BACKFILL FOR TRENCHI.2 Appendix D -13 PAVEMENT RESTORATION MATCH EXISTING DEPTH SEAL JOINT LIMITS, 1' BACK FROM PCCP PAVEMENT IS TO EDGE OF TRENCH EXCEPT BE CONSTRUCTED PER EXISTING ACP IF WITH 3' OF JOINT THEN WSDOT STANDARD 5 -05 USE 1" EPDXY COATED REPLACE TO JOINT 15' MIN. SMOOTH DOWEL BAR 3' MIN. WIDTH d • e . :. a ... 'O' ..� '.' ° .25' MIN. EXISTING BASE 0.5' BAR NATIVE SUBBASE LENGTH PCCP TRENC H MINUS BACKFILL RESTORATION FOR TRENCH1.2 MATCH EXISTING ACP PAVEMENT RESTORATION COMPACTED DEPTH SEAL JOINT LIMITS, 1' BACK FROM WITH HMA Y2 ", PG 64, -22 EDGE OF TRENCH EXCEPT MATCH EXISTING DEPTH EXISTING ACP IF WITH 3' OF JOINT THEN PCCP PAVEMENT IS TO REPLACE TO JOINT BE CONSTRUCTED PER USE 1" EPDXY COATED 3' MIN. WIDTH WSDOT STANDARD 5 -05 SMOOTH DOWEL BAR 15' MIN. a. '. .. a '• a '_ i]; MIN. _ - __ - -- _ = = == .25' EXISTING BASE 0.5' BAR NATIVE SUBBASE LENGTH ACP OVER P C C "TR FOR NCH1BACKFILL TRENCH RESTORATION NOTES: 1) FOR TRENCHES LESS THAN 18" WIDE, USE 100% CDF FOR TRENCH BACKFILL. 2) FOR TRENCHES GREATER THAN 18" WIDE, ALL BACKFILL IN RIGHT —OF —WAY SHALL BE MIN. %" CSTC. REV. NOV 2010 PUBLIC �°" o p n TRENCH RESTORATION -28 ' WORKS 3 Appendix D -13 M 12" 12" 36" Hold S 320 ST 7- ��i D3 -1A 906 Copy — 6 Inch Highway Gothic Series B 3 —M Hi— Intensity Silver Legend on a Hi— Intensity Green Background 36" SW CAMPUS :156 Hole 10" 2 DRIVE 3/8" Hole D3 -3 1206 Copy — Two Lines 4 Inch Highway Gothic Series B 3 —M Hi— Intensity Silver Legend on a Hi— Intensity Green Background 36" 14 AVE SW10. .156 Hole PRIVATE ROAD �� D3 -3PVT 1206 Copy — Line 1 — 6 Inch Highway Gothic Series B Line 2 — 3 Inch Highway Gothic Series B 3 —M Hi— Intensity Silver Legend on a Hi— Intensity Green Background MATERIALS: Aluminum: 1. Alloy — Made from 6061 —T6 aluminum alloy chemically conversion coated in accordance with ASTM Designation 8449 -67 Class 2 (alodine). 2. Size — 9— inches by 36— inches outside minimum dimension. Lengths of 12 by 36 inches may be used for named streets. Thickness shall be .100 inch. 3. Holes — Four (4) 0.156 inch nail holes. Two (2) holes punched 7/8 inch from one end, 1 inch from the top and bottom. Two (2) holes punched 2 -7/8 inches from the same end, 1 inch from the top and bottom. 4. Finish — All edges, corners, and holes shall be smooth and free of burrs and snags. Message: 1. Background — 3M Hi— Intensity Green. See detail. 2. Legend — 3M Hi— Intensity Silver. 3. Legend Size — See detail. 4. Pointer signs — Pointer signs shall follow the same specifications as the street name signs, except the end opposite the attachment end shall have white 45 degree corner cuts to indicate a direction in which the legend applies. CRT or �n PUBLIC I STREET NAME SIGNS I DWG. NO. 0 0 0 "v�'� WORKS 3 -49 Appendix D -29 1 fl 1 r n O � Q a �� o° o oQ �� o Z Q ¢ a o Z U =>cl F- O�DO�O o OU�UZ�OO�F -Of F-- OO ¢ Z C U 2 w U w�� z O m o0 ~ M LL- m J O J a- F- F- Li-i J m r = w a_ D! 0_ m Lli w J O= �_ = Q 3 N of Q _ =V m (w a U LL U Q CL O m w O (/) U- Q Q W w w Wo w w F w LLI LLJ F— w O W W 2 w w= m� LLJ N ~ D cn Q (n (/) r j () V) F Q O Q � 2= cn ~ (% w _w Z o 0 N 00 O � = N N CCD 00 LLJ F— 2 w r 2 W Z zw > o°- (n ::D ZD O ~ O Q < �-c~n F— F— N o 00 ::D M M O O N � at Z p M .i, u U) Z 0 rh CW C Qo M Z 6 X 'O W N W a U (n Y C Q� Q� 40 INSTALLATION Sign 1. A maximum of 5 street name signs or pointers shall be located on one post. Longer posts will normally be needed for more than three signs to maintain 8 feet clearance from the ground line. A 1/4 inch space should be maintained between signs on the some post. 2. Street name signs shall be located above pointers and shall be installed parallel to the street which they name. Avenue street name signs designating north —south streets should normally be on top. Wedges shall be utilized if necessary to install signs other than 90 degrees to each other. 3. Signs shall be attached perpendicular to the posts with four duplex eight —penny galvanized nails or approved sign mounting brackets. 4. Street name shall be on both sides of one sign. 5. See Drawing No. 3 -51 for sign post details. Rev. 3/2010 MY OF PUBLIC STREET SIGN INSTALLATION MSIMHft WORKS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 v 1 Direction of travel Marking nail same side as cleat 30" I Ij II 1 II li 28" I II II I II II 1 11 II I �I II �y I Cleat 28 "x3 "x2" under sign 4" x 4" Post S NOTES: 4" x 4" Post Finish Grade Two double headed nails Aluminum cleat attached directly under sign SIGN POSTS — 1) ALL GROUND MOUNTED SIGN POSTS SHALL USE WESTERN RED CEDAR OR PRESSURE TREATED FIR UNLESS APPROVED OTHERWISE BY PUBLIC WORKS. 2) POST GRADE (FIR) SHALL BE S4S DOUGLAS FIR LUMBER, WEST COAST INSPECTION BUREAU GRADE #2, STRUCTURAL LIGHT FRAMING, RULE #16, PARAGRAPH 124 —C, SELECTED FOR STRAIGHTNESS, AND FREE OF HEART CENTER (FOHC) WOOD TO RESIST TWISTING. 3) PRESSURE TREATED POSTS SHALL BE TREATED WITH A 4 -1/2% TO 5 -1/2% HEAVY PETROLEUM SOLVENT PENTACHLOROPHENOL SOLUTION IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO DESIGNATION M133, WITH A MINIMUM NET RETENTION OF THE DRY SALT OF 1/2 POUND PER CUBIC FOOT OF WOOD. 4) POSTS SHALL BE 4 "x 4 WITH A MINIMUM LENGTH OF 12 FEET LONGER POSTS MAY BE NEEDED TO MAINTAIN 8 —FEET OF VERTICAL CLEARANCE ABOVE WALKING AREAS. POSTS SHALL BE 14 FEET IF TRAFFIC CONTROL SIGNS WILL BE INSTALLED ON THE SAME POST. 5) BACKFILL SHALL BE COMPACTED AT SEVERAL LAYERS TO MINIMIZE SETTLING. 6) ALL POSTS SHALL BE 2 —WAY PLUMB. I I I I 1 30" I 28" I I I I TOP OF CLEAT CLEAT POST NAIL HOLES DRILLED) NTS CLEATS — 1) ALL POSTS SHALL BE FITTED WITH AN ALUMINUM CLEAT AS SHOWN TO PREVENT SIGNPOST ROTATION AND /OR UNAUTHORIZED POST REMOVAL. 2) CLEATS SHALL BE ALUMINUM ALLOY, 6061 —T6, CHEMICALLY COATED IN ACCORDANCE WITH ASTM 8449 -67 CLASS 2. 3) CLEATS SHALL BE 30 INCHES LONG, 3 INCHES WIDE, THICKNESS OF 0.08, WITH A 2 —INCH TURNOUT OF 90'. NAIL HOLES OF 0.156 INCHES DIAMETER SHALL BE PUNCHED OR DRILLED IN THE LOCATIONS AS SHOWN. 4) POSITION CLEAT TURN —OUT AWAY —FROM AND EVEN —WITH THE BOTTOM OF THE POST. C"f01' PUBLIC I SIGN POST I DWG. 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(TYP.) /"— 40" 36" MODIFIED TYPE 1L / \ CATCH BASIN REDUCING SECTI ❑N 8" TYP 6" TYP NOT TO SCALE °"'0p PUBLIC CONVERSION RISER FOR DWG. No. WORKS TYPE I CATCH BASIN 4 -18 open ix 12" #5 HOOP BARS (TYP,) 6" • • #5 HOOP BARS (TYP,) 4-- #4 HOOP BARS (TYP,) 40" 36" MODIFIED TYPE 1L / \ CATCH BASIN REDUCING SECTI ❑N 8" TYP 6" TYP NOT TO SCALE °"'0p PUBLIC CONVERSION RISER FOR DWG. No. WORKS TYPE I CATCH BASIN 4 -18 open ix 1 1 1 1 G:\LAWFORMS\CITY-WIDE\RFB Update 12/07 S 320th Street at 20th Avenue S Intersection Improvements Water Quality Vault APPENDIX D NIGHT AND WEEKEND WORK WAIVER Appendix D -1 RFB # 14 -105 March 2014