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Home My WebLink AboutPW15-276 - Original - Miles Resources, LLC - North Park Drainage Improvements - 08/02/2015 x c Records Man; "e {rnent , ® KE T Document F . «. y?. CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: Miles Resources, LLC Vendor Number: JD Edwards Number Contract Number: Y wIla" 21-1 Le This is assigned by City Clerk's Office Project Name: North Park Drainage Improvements Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment M Contract ❑ Other: Contract Effective Date: Date of th a or's signature Termination Date: 30 working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Steve Lincoln Department: Engineering Contract Amount: $237 889 00 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Install storm drainage conveyance to an alleyway connecting Cloudy St, to Cole St. As or: 08/27/14 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR North Park Drainage Improvements: W. Cole+ St. to W. Cloudy St. between 2nd Ave. N. and 3rd Ave N. Project Number: 15-3006 BIDS ACCEPTED UNTIL July 7, 2015 1 ` 00 P.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO C I TY OF KENT, C I TY' BALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, '-P,E. PUBLIC WORKS DIRECTOR 4^4t�� KENT WA5HINGT',ON PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe ® Kent, WA 98032 T Fax 253-856-6500 WA9MINOTON PHONE: 253-656-5500 CITY OF KENT KING COUNTY, WASHINGTON North Park Drainage Improvements: W. Cole St. to W. Cloudy St. between 2nd Ave. N. and 3rd Ave. N. Project Number: 15-3006 ADDENDUM No. 1 July 2, 2015 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement page 7 of the Bidder's Document. Bidders must use the replacement page, SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4079 7-04.5 2-3 Storm Sewer Stubout $ $ KSP 25 Per EA EACH II - PLANS REPLACE Sheet 4 of 4 with the attached. m Sheet 4 of 4 Detail A - Typical Alley Pavement Section REVISE Leader line for "1 1/2" HMA CLASS 1/2" PG 64-22 LEVELING COURSE (MIN SECTION)" to connect with leveling course layer of detail. . . 3 19 MAYOR SUZETTE COOKC ADD Leader for 0.17 CRUSHED SURFACING TOP COURSE and connect leader line with top course layer of the detail. Sheet 4 of 4 Detail B — Typical Storm Drain Trench Section DELETE Leader for "PIPE ZONE BACKFILL." END OF ADDENDUM No. 1 Chad Bieren, P.E. Date City Engineer Attachments: Proposal page 7 Plan Sheet 4 of 4 Ili III 2 I SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4015 7-04.5 720 Storm Sewer Pipe, $ $ KSP LN FT 12 Inch Diameter Per LF 4061 2-09.5 460 Structure Excavation Class B $ $ WSDOT CU YD Incl. Haul Per CY 4062 2-09.5 3,900 Shoring or Extra Excavation $ $ WSDOT SQ FT Class B Per SF 4079 7-04.5 �3 Storm Sewer Stubout $ $ KSP 25 Per EA EACH 4080 7-05.5 6 Catch Basin, Type 1 $ $ KSP EACH Per EA 4085 7-05.5 1 Catch Basin, Type 2 $ $ KSP EACH 48 Inch Diameter Per EA 4110 7-05.5 2 Solid Locking Catch Basin $ $ KSP EACH Frame and Cover Per EA 4120 7-05.5 5 Vaned Catch Basin $ $ KSP EACH Frame and Grate Per EA 4175 4-04.5 350 Crushed Surfacing Base $ $ * KSP TONS Course, 1-1/4 Inch Minus Per TON * The description of this bid item is identical to a bid tern(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. North Park Drainage Improvements/Lincoln 7 July 2, 2015 Project Number: 15-3006 I � i �3 j w KNG a =_an AWN d Qoo 68 N Z •9�'.@'�' 3 Ili Z � yO � V z 6 as allo �<" rt ob`"a "oofio aR< w oBaC ow aP> aw � his LIa SPiw P R w� > Krt' �4 3Ss Agp o =aae pp " m �P2' p� 3 n�ii � F BAN _ r \ Yo Wpm ry Z _ /j alln AVa -y� � " i— San eVa 90 aan,u/a /i✓i "r a rvq U o San iNa '19 U M C,tl�SZ SINY [ xP'SIU L6E Tx913LL:0 9Wi�'l P 4^V'�^15 MC VWN L'AC-91 1u+woN9 p TABINDEX Tab Bidder's Package Tab Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 Traffic Control Plans Tab 7 Prevailing Wage Rates i I CITY OF KENT KING COUNTY, WASIHINGTON ICE T SPECIAL PROVISIONS FOR Northra inage Improvementsm . Cole St, to W, Cloudy St, between nd Averd . Ave. N, Project Numbep 15-3006 BIDS ACCEPTED UNTIL July 7, 2015 1.-00 P.M. BID OPENING IMMEDIATELY FOLLOWING �II DELIVER TO CITY OF KENT, CITY BALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY ,. LAPORTE, P.E. �pTRt� PUBLIC WORKS DIRECTOR ar VIAs/y, 47699 asr� i AIL WASH IN G T O N li I II I� BIDDER'S NAME Miles Resources, LLC CXTY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR North Park Drainage I provements. g , Cole St, to W. Cloudy St. between III 2"d Ave. N. and 3rd Ave. N. Project Number: 15-3006 BIDS ACCEPTED UNTIL July 7, 2015 1:00 P.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR I �p i SCE l.� T WA 5 HIPLGT V N Page 1 Bid Package Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa,com -Always Verify Scale ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans Traffic Control Plans Prevailing Wage Rates Ili i INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through July 7, 2015 up to 1:00 p.m, as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Mall, 220 4th Avenue South, Kent, Washington. All bids in"Ist be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mall. All bids will be opened and read publicly aloud immediately following 1:00 p.m, for the City of Kent project named as follows: North park Drainage Improvements: UV. Cole ,t. to W. Cloudy St, between 2"a Ave, N. and 3"' Ave. N. Project Number: 15-3006 The project consists of the installation of storm drainage conveyance to an alleyway connecting Cloudy Street to Cole Street, running parallel to 2nd Avenue and P Avenue. The Engineer's estimated range for this project is approximately $248,000.00-$272,000.00. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yashitake at (253) 856-5508. For technical questions, please call Stephen Lincoln P,E. at (253) 856-5552. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted, No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of (Cent, Washington. Copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50.00 for each set, Plans and specifications can also be downloaded at no charge at www.kentwa.gov/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid is required. i The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of 1-Is/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246, No bidder may withdraw his/her bid for a period of sixt (60) days after the day of bid opening. Dated this 16"' day of June, 2015. � , Ronald F, ,bore, Ly Clerk J Published in !Cent Reporter on June 26, 201.5 Dafly Journal of Commerce on June 23 and 30, 201.5 w, Page 3 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vNAv.bxwa,com-Always Vorify scale CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date July 7, 2015 This statement relates to a proposed contract with the City of Kent named North Park Drainage Improvements: W. Cole St. to W. Cloudy St. between 2nd Ave. N. and 3"l Ave. N. Project Number: 15-3006 I am the undersigned bidder or prospective contractor. I represent that - 1. I x 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. Miles Resources, LLC NAME OF BIDDER BY: i- -k-- SIGNATURE/TITLE Michael Tollkuehn/Operations Manager 400 Valley Ave NE Puyallup, BRA 98372 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) North Park Drainage Improvements/Lincoln 1 June 16, 2015 Project Number: 15-3006 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vAvw.bxwa.com -Always Verify Scale DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for tills contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors Indicating commitment as an equal opportunity employer, 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities, 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing belo , I �agree to fulfill the five requirements referenced above. By. , u�"y Mic ael Tot kuehn For: Miles Resources, LLC Title: Operations Manager Date: July 7, 2015 i North Park Drainage Improvements/Lincoln 2 June 16, 2015 Project Number 15-3006 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www,bxwa.com- Always Verify Scale CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 i SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the Clty's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the Clty's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. North Park Drainage Improvements/Llncoln 3 June 16, 2015 Project Number 15-3006 Page 6 Provided to Builders Exchange of WA, Inc, For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract, I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as North Park Drainage Improvements. W. Cole St. to W. Cloudy St, between 2"d Ave. N. and 3r1 Ave. N./Project Number: 15-3006 that was entered into on the tiDate) between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: Fo r: Title: Date: I' North Park Drainage Improvements/Lincoln 4 June 15, 2015 Project Number: 1S-3006 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com•Always Verify Scale PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Miles Resources, LLc has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named North Park Drainage Improvements: W. Cole St. to W. Cloudy St, between 2nd Ave. N. and 3`d Ave. N./Project Number: 15-3006 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid Items are described in the Kent Special provisions (KSP) or the standard Specifications (WSDOT), Reference the Section No, listed in this proposal, where the bid Item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with Identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the Items In question In each schedule where Identical bid item description appears. Bid Items with Identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*). EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. North Park Drainage Improvements/Lincoln 5 June 16,2015 Project Number: 15-3006 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vvww.bxwa.com-Always Verify Scale I SCHEDULE I - STREET ITEM SECTION APPROX. ITEM _ UNIT TOTAL NO, NO. QUANTITY PRICE AMOUNT 1000 1-09,7 1 Mobilization $ _'j, $ aA `, WSDOT LUMP SUM Per LS 1006 2.03.7 240 Roadway Excavation Incl. $ �51 .0c $ ? WSDOT CU YD Haul Per CY 1010 2-02.5 30 Remove Existing Asphalt $�)(O• $1 , 0 0• KSP SQ YDS Concrete Pavement Per SY 1050 2-02.5 170 Saw Cut Existing Asphalt $ .C- o $15 , ) KSP LN FT Concrete Pavement Per LF 1080 4-04.5 100 Crushed Surfacing Top $ $"j �yUo. g0 KSP TONS Course, 5/8lnch Minus Per TON ($6,00 Min) 1085 4-04.5 200 Crushed Surfacing Base $ • vr) $ p(0 * KSP TONS Course, 1-1/4 Inch Minus Per TON mm ($6.00 Min) 1100 5-04.5 180 HMA for Full Width Overlay $1LL3.0D $'Z .f�� U ` KSP TONS Class 1/2", PG 64-22 Per TON 1355 1-04,4(1) 1 Minor Changes $3,000,00* $3,000,00 WSDOT CALC PerCALC *Common price to all bidders The description of this bid item is identical to a bid items) found In more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, It Is required that bid Items with identical bid item descriptions reflect the same unit price. Schedule I Total I North Park Drainage Improvements/Lincoln G June 16, 2015 Project Number: 15-3006 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE IV - STORM SEWER ITEM SECTION APPROX, ITEM UNIT TOTAL NO. NO, QUANTITY PRICE AMOUNT 4015 7-04.5 720 Storm Sewer Pipe, $ $4.P0 KSP LN FT 12 Inch Diameter Per LF 4061 2-09.5 460 Structure Excavation Class B $ 1 . v0 s4WO WSDOT CU YD Incl. Haul Per CY 4062 2-09.5 3,900 Shoring or Extra Excavation $ . t $ • WSDOT SQ FT" Class B Per SF I 6079 7-04.5 -23 Storm Sewer Stubout $ IJ OOO• d KSP 25 Per EA EACH 4080 7-05.5 6 Catch Basin, Type 1 $ 10.0 $ ' ODD DO KSP EACH Per EA 4085 7-05.5 1 Catch Basin, Type 2 $ t� 0' $ �% "° t ` KSP EACH 48 Inch Diameter Per EA 4110 7-05.5 2 Solid Locking Catch Basin $E21,0 •tO $4M. OD KSP EACH Frame and Cover Per EA 4120 7-05.5 5 Vaned Catch Basin $?—';[I. O0 $ (�)O'• 01) KSP EACH Frame and Grate Per EA 4175 4-04.5 350 Crushed Surfacing Base . �)")'o 0. OD * KSP TONS Course, 1-1/4 Inch Minus Per TON The description of this bid item is identical to a bid items Found in more than one schedule, * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with Identical bid Item descriptions reflect the same unit price. North Park Drainage Lnprovements/Lincoin 7 July 2, 2015 Project Number: 15-3006 l SCHEDULE IV — STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO, QUANTITY PRICE AMOUNT 4180 7-08.5 290 Bank Run Gravel forTrench $ Eb- 0 $Lt7 1 • z KSP TONS Backfill Per TON ($2.50 Min) i 4210 7-05.5 5 Thermoplastic Storm Drain $ ! �• $ goo . IJ KSP EACH Stenciling Per EA i Schedule IV Total $ ` 0 OD III I IIII North Park Drainage Improvements/Lincoln 8 Rune 16, 2015 Project Number: 16-3006 Page 11 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwacorn-Always Verify Scale SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO, QUANTITY PRICE AMOUNT 5005 1-10,5 216 Traffic Control Labor $ I $ Ir ' KSP HOURS Per FIR 5015 1-10.5 168 Traffic Control Supervisor $P1 Q $ KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic control $ € $ " $ € c of KSP LUMP SUM Devices Per LS 5060 1-10.5 2 Type ITT Barricade $ I,O �00 $ �,� •D. Do KSP EACH Per EA Schedule V Total $ i'6t 4• oD North Park Drainage Improvements/Lincoln 9 June 16, 2015 , Project Number: 15.3006 Page 12 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL _ _NO. NO, QUANTITY PRICE AMOUNT 7015 8-01.5 5 Inlet Protection $ $ € KSP EACH Per EA ', tt � III 7021 $-01.5 1500 Coir Log $ ,'j $ �°T rL4 WSDOT LN FT Per LF 7030 8-01.5 20 ESC Lead $ J $ i00 KS HOURS Per HR Schedule VII Total $ � C� . L I North Park Drainage Irnpiovernents/Lincoln 10 June 16, 2015 j Project Number; 15-3006 Page 13 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vmM,bxwa.com-Always Verify Scale i BID SUMMARY Schedule I ,�� Schedule IV � Schedule V L `b • vl Schedule Vll r Z �t2 ✓ TOTAL BID AMOUNT G . North Park Dralnage Improvements/Lincoln 11 June 16, 2015 Project Number; 15-3006 Page 14 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vmw.bxwa.com-Always Verify Scale CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10(10 or more of the work, indicate this by writing "Nome" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. i Project Name: North Park Drainage Improvements: W. Cole St. to W. Cloudy St. between 2nd Ave. N. and 3'd Ave. N. Project Number: 19-3006 Subcontractor Name v Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE is ae :o to n erasion an'ager North Park Drainage Improvements/Lincoln 12 )une 16, 2015 Pro)ect Number: 15-3006 Page 15 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale I i CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT, THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, It has a duty to exercise the type of Inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, In large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of Its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination, No appeals wlll be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S, Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. North Park Drainage ImprovementsJLlncoln 13 )une 16, 2015 Project Number: 15-3006 Page I Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.eom-Always Verify Scale If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make Its determination of bidder responsibility based on the information submitted. COMPLETE- AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: Michael 'rollkuehn NAME: Miles Resources, LLC ADDRESS: 400 valley Ave NE Puyallup, WA 98372 PRINCIPAL OFFICE: Miles Resources, LLc _ �� ADDRESS: 400 Valley Ave NE Puyallup, WA 98372 j PHONE: (253) 383-3585 FAX: (253) 572-8648 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified buslness identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required In Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, Including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06,010 or 39.12.065 (3). North Park Dralnage ImprovementsJLlncoIn 14 June 16, 2015 Project Number: 15-3006 Page17 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 2. ORGANIZATION 2.1 How many yyears has your organization been in business as a Contractor? 6 years (90+ formerly Woodworth & Co . , Inc. ) 2.2 How many years has your organization been in business under its present business name? 6 years 2.2.1 Under what other or former names has your organization operated? Woodworth & Co. , lne. 2.3 If your organization is a corporation, answer the following: N/A 2.3.1 Date of incorporation: N/A 2.3.2 State of incorporation: N/A 2.3.3 President's name: N/A 2.3.4 Vice-president's name(s): N/A 2.3.5 Secretary's name:N/A 2.3.6 Treasurer's name: N/A 2.4 If your organization Is a partnership, answer the following: 2.4.1 Date of organization: ll/i/2009 2.4.2 Type of partnership (if applicable):LLC 2.4.3 Name(s) of general partner(s): wall Miles - Member Lisa Kittilsby - Member 2.5 If your organization is individually owned, answer the following: N/A 2.5.1 Date of organization: N/A 2.5.2 Name of owner: N/A 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization Is legally qualified to do business, and indicate license numbers, if applicable. ashington - General Contractor - MILESRL897RK 3.2 List jurisdictions in which your Organization's partnership or trade name is Plied, Washington 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with Its own forces, General Contractor specializing in a1 phases of heavy construction including earth moving, underground utilities, roadway '. grading and asphalt paving. 4.2 Claims and Suits. (if the answer to any of the questions below is yes, please attach details.) See attatc:hed 4.2.1 Has your organization ever failed to complete any work awarded to it? No North Park Drainage Improvements/Lincoln 15 June 16, 2015 Project Number: 15-3006 Page 18 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always verify Scale i 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers?No 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years?Yes 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach deta Ils.)No 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. See attached 4.4.1 State total worth of work in progress and under contract: $20 Mil 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: .$4o Mil 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See attached 4.7 On a separate sheet, list your major equipment. see attached 5. REFERENCES 5.1 Trade References: see attached 5.2 Bank References: Wells Fargo Bank - Casey Sullivan (253) 593-6295 5.3 Surety: Propel Insurance 5.3.1 Name of bonding company: Liberty Mutual Insurance Company 5.3.2 Name and address of agent: Cynthia Jay (206) 262-4343 i001 9th Ave. , Ste. 1300 Seattle, WA 98154 i 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial Information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial Information within 24 hours of the City's request for that information. The City's request for this Information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this Information may result in rejection of that bidder's bid, North Park Drainage Improvements/Lincoln 16 June 16, 2015 Project Number 15-3006 page 19 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale i 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: See attached financial letter. Current Assets (e.g,, cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); N/A Net Fixed Assets, N/A Other Assets; N/A Current Liabilities (e.g,, accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries j and accrued payroll taxes);Other Liabilities (e.g., capitai, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings), N/A 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: N/A 6.1.3 Is the attached financial statement for the identical organization named on page one? N/A 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement Is provided (e.g., parent- subsidiary). N/A 6,2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? Yes 7. SIGNATURE 7.1 Dated at this 7th day of July 2015. Name of Organizati 1: Miles Resources, LLC �t By: - r.. ae o uefin Title: Operations Manager 7,2 Michael Tollkuehn , being duly sworn, deposes and says that the Information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 7th day of July 015. Notary Public: s`, t a .°° Q 'sows•• (/,�,e My Commission Expires: 10-19-17 �tyOTARy =� PUBLIC10 fi North park Drainage Improvements/Lincoln 17 ^,�J�'•-.,,S�me�.�02Q5 Project Number: 15•3006 ®r1 4VRS� , Page 20 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale ', f S *Y { ) tF i ✓ Y M� cf � P a � (] ,t sys fag 4y� t +h J1�{ S �S � ��StM�k$��'+'L> 'J l�✓R�S'il tF` ). `.�' +� ('. s a .c r.F &S�' 1 � .;i4�r;a �t �� k✓rsz`�.u"�J r� s Ft 5 T3 i /,� isY �. i* t-OO $V7 3'lyr Rl y3e Asls t�l d ky� Tra sti r£_ n-cff J � x x m 3YFs . f 9 i < V F � BUSINESS LICENSE 9 •'' - STATr Or WASHINCTON - t; Unified Business ID #: 602 870 349 Domestic Limited liability Company Business ID #: 1 Location: I Expires: 10-31-2015 MILES RESOURCES LLC MILES RESOURCES 400 VALLEY AVE NE PUYALLUP WA 98372 2516 TAX REGISTRATION UNEMPLOYMENT INSURANCE t;r INDUSTRIAL INSURANCE MINOR WORK PERMIT CITY LICENSES/REGISTRATIONS: BELLEVUE GENERAL BUSINESS 0091832 POULSBO GENERAL BUSINESS !' NEWCASTLE GENERAL BUSINESS UNIVERSITY PLACE GENERAL BUSINESS II'1 ing EDGE410OD GENERAL BUSINESS (EXPIRES 02-28-20157 =i MILTON GENERAL BUSINESS DUPONT GENERAL BUSINESS #774 OLYMPIA GENERAL BUSINESS PORT ORCHARD GENERAL BUSINESS la. EATONVILLE GENERAL BUSINESS G.' FIRCRES'r GENERAL BUSINESS d; RUSTON GENERAL BUSINESS COVINGTON GENERAL BUSINESS d: BONNEY LAKE GENERAL BUSINESS 3 SUMMER GENERAL BUSINESS Yr[ GIG HARBOR GENERAL BUSINESS �f TUMWATER GENERAL BUSINESS lif p, ti DUTIES OF MINORS! 'j Clerical i ��fft Page 1 of 2 �t> r t+ 3+ I{�; 'Phls document lis[s the regisnattons,endorsements,and licenses authorized for the business .( e named above.Byacceptingthisdocmnent,lflelirenseecertifiestheinfornrationontheapplicafion 1 �g was conrpfete,[rue,and accurateto[hc best ofhis or hcrlcnsrwledge,and lhaJ:husinesswilf be ,, << conductedm mmphnnce with all spphrable Wnshington state county and city rel,nlaaons Dirtc[oi Dcparhnent of Revenue JI MILES RESOURCES LLC Page 1 of I i., y �'tSa kik�ASHAY6ty� Department of Labor & Industries Certificate of Workers' Compensation Coverage June 5, 2015 WA UBI No 1 602 870 349 _...... _.___.. _ ._... __.. ......_....., . L&I Account ID 183,696-00 Legal Business Name MILES RESOURCES LLC _._... _......_. I_. _ ..._. _. Doing Wo I Business As MILES Premium Status Account OU s current, R RESOURCES LLC Estimated Workers Reported Quarter 1 of Year 2016 "Greater aterthan j (See Description Below) 100 Workers" Account Representative T4 /MELVINA RAMSDELL (360)902- _ j 4814 -Email: RAMM235@lni.wa.gov I Licensed Contractor? Yes License No. MILESRLS97RK �_. License Expiration 12/12/2016 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RC W 51 .1 2.050 and 51 .16.1 90). l]ttpS://Secure.lni.wa.govh,trif5,/Details/lialDilityCtrti licate..aspx?UI3I=602970349&LTC=Ml... 6/5/2015 AUTHORIZATION TO ACT ON BEHALF OF MILES RESOURCES;LLC A WASHINGTON LIMITED I,IABILPI'Y COMPANY WHEREAS,Milos Resources,LLC(tlie"Company")is a Washington, limited liability company - organized for purposes of(among other things)massaging and operating business assets used in connection with the Company's construction,paving and related activities; WHEREAS;all authority to operate the business and affairs of the Company is vested in one or more mangers, and the managers of the company are Walt Miles,Lisa Kittilsby, and Tim Kittilsby (Hereinafter the"Managers'); WHEREAS,the Mangers ofthe company intend to delegate certain authority relating to the day- to-day operations of the company to the individuals identified below; NOW THLREFORE, be it resolved as follows: RESOLVED,that the Managers hereby delegate a portion of their authority to the"Operations Managers; of the Company named below; RESOLVED,that each of the Operations Managers,acting individually, shall have the power and authority to manage the day-to-day business of the Company. Without limiting the generality of the foregoing,the Operations Managers shall have the power and authority to negotiate and enter into contracts on behalf of the Company,sign documents rotating to such contracts, and to engage its any other acts related to the Company's day-to-day operations; RESOLVED, Chat Jeffrey D. Thomas,Bradley Deakins,Michael ToIll{uclm and Angela Reis are hereby appointed as Operations Mangers of the company to fulfill the duties described above. For the purpose of execution of the Authorization, a facsimile or elecu'onically scanned signature shall have the same force and effect as an original signature. This Agreement may be executed hi one or more counterparts,all of which shall be considered one and the same Agreement. SIGNED and EFFECTIVE this'� it. day of 2012 MILES RE-SOhjRCLS,LLC OPERA'PIONS MANfAGERS By: Walt Miles Jffffyy N 7116rims Its: Manager and Vlcniber Vice President/Operations Manager By: Lisa Kittilsby( Bradley Deakins Its: Manager and Member» CFO/Operations i anager U/ 11 Alu By Pun Kittilsby M ct acl Tollkueha- Its: Manager Operations Manager ... 1 1 1 Angela Ra`Os . Operations Manager �i V111 1INt TON STAVE P.O. Box 9046 Olympia,WA 98507-9046 Fax 360-902-9287 March 26, 2015 MILES RESOURCES LLC 400 VALLEY AVE NE PUYALLUP, WA 98372-2516 RE: ES Ref#: 59663700 0 This letter confirms that, as of the date shown above, you have an account and it is in good standing with the Employment Security Department of the State of Washington. This letter may be used for purposes of documenting bidder responsibility for public works contracts. If we may be, of further assistance,please call the Registration, Inquiry, Standards and Coordination (RISC) Unit at(360) 902-9450. EMPLOYMENT SECURITY DEPARTMENT i MMRESOURCES 400 Valley Ave. NE/Puyallup,WA 08372 Office (253)383-3585 •Fax(253)572-8648 •MILESRL897RK June 01, 2015 To Whom It May Concern: i Miles Resources, LLC is not and has not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39,06.010 or 39.12.065(3). Sincerely, �4 L'. g Micthael Tollkuehn Operations Manager i UNRESOURCES 400 Valley Ave.NE/Puyallup,WA 98372 - Office(253)883.3585 ,Fax(253)612-8548 MILESRL897RK Company Reference Information Legal Company Name: Mlles Resources, LLC Primary Business: General Contractor Contractor License #: MILESRL897RK Renewal date: 12/12/2015 Date of new business name: 11/1/2009 Formerly:Woodworth&company, ino. Sales Tax Resale#: 602-870-349 Federal ID #: 27-0929518 Labor & Industries #: 183,696-00 Unemployment # 696637000 Corporate office: Lakeview Plant Sumner Plant Miles Resources, LLC 400 Valley Ave NE 2800 104th St, Ct. S. 1615 Hubbard St. Puyallup, WA 98372 Lakewood, WA 98499 Sumner, WA 98390 Phone: 253/383-3585 Phone: 253/582-5181 -Tac. Phone: 253/862-6405 Bid Fax: 253/572-8648 Phone: 2531941-3389-Sea. Nick (cell#253/307-4905) Accounting fax: 2 5 3145 5-3 21 0 Bonding Company: Insurance Company: Liberty Mutual Insurance Company Continental Western Insurance Co. 1001 4th Ave, Suite 1300, Seattle, WA 98154 Bonding Agent: Insurance Agent: Renewal Date: 4/1/2014 Propel Insurance Propel Insurance 1201 Pacific Ave, Suite 1000 1201 Pacific Ave, Suite 1000 Tacoma, WA 98402 Tacoma, WA 98402 (253) 761-3451 -Jennifer Snyder (253) 310-4047 -Sharnel Hawkins Bank& Branch: Trade References: j Wells Fargo Bank Erik Hynes US Oil & Refining Phone# (253) 383-1651 Tacoma Main (253)593-5974 P.O. Box 2255 Fax# (253) 383-9970 1201 Pacific Ave VP/Senior Relationship Tacoma, WA 98491 Contact: Benjamin Kamithe Tacoma, WA 98401 Manager Shope Concrete Phone # (253) 848-1551 1618 E. Main Fax# (253) 845-0292 Puyallup, WA 98372 Contact: Washington Rock Quarries Phone# (360) 893-1661 P.O. Box 1806 Fax# (360) 893-1664 Orting, WA 98360 Contact: Linda Qelnap See attached Company Directory Office phone! 253/383-3586 Bid/Contracting fax: 2531572-8648 Miles Resources - CompanV DirectorV Accounting fax#: 253/456-3210 Management Team Title Name Office Phone Ext.# Cell# Email VP/General Mgr. Jeff Thomas 470 253/307-4925 left.thomasaa.milesresotirces.com CFO Brad Deakins 490 2531307-2334 brad.deakins a(-.milesresources.com Chief Estimator Michael Tollkuehn 472 253/307-4945 mike.tollku eh nO miles resources.com__ _ Contractsist. / Exec.Assist. Angela Reis 471 253/307-7144 angi.reis ,milesresources.com Material Sales Dave Thomas 479 253/307-4935 david thomasomilesresources.com Project Managers I Estimators Mike Tollkuehn 472 253/307-4945 mike.toll kuehnomilesresources.com Tom Hawken 475 253/307-4909 tom hawken(a�miles resources,com Mike Bradley 476 253/307-0887 mike.bradleyCo)milesresources.com Jeff Williams 474 253/307-4953 leffwilliams@milesresources.com Scott Droppelman 482 253/307-4936 scott droppelman6a;milesresources.com Josh Helm 477 263/307-4985 josh helm(amilesresouroes.com Lance_Le_eper_ 485 253/307 4901 _ lance leeperQmilesresources.com Contract Administrator Angela Reis 471 anal reis(cDmilesresources.com Assist.Contract Admin, Mandy Young 494 mandy.younq(@ ,milesi-esources.com Operations/ Fie ersotmel Construction Mar. Skip Keely 481 253/307 4956 skin keelVa(7mllesres0Llrces.com Superintendent Joe Harrison 483 253/307-4958 oe.harrisona�milesresources.com— Plant Operations Mqr. Tim Shearer 480 253/307-4944 tim.shearer@ri ilesresources.com Safety Director/Risk Management Doug Stiffarm 484 253/208-9153 dollg stiffarmCa milesresources.com Fleet Manager z 3/esz-slat Jim Cohn 474 r 120 2531307-0390 lim cohn Dmilesresources.com Office Administrafors Accounts Payable/Assist. Controller Liz Cordera 492 liz cordera(cDmilesresources.com Payroll Kristin Halverson F--7J3—j Kristin.halverson(o)mi lest esources.com Certified Payroll/MUR Reports-Miles '. Kristin Force 493 kristin halversonCa milesresources.com Certified Payroll/MUR Reports - subcontractors Mandy Young 494 mandy.you ng@milesresources.corn Credit Manager/Material Acct. Receivables Debbie doBoer 405 debbiedpgiavelpits.com Contract Acct. Receivables Angi Reis 471 angi.reis(@milestesources.com Contract Billings Project Managers Material Billings Bailey McElroy 487 Bailey.mcelroyn( milesi'esources.com HR &AP Assistant Tammy Gallier 491 tammV g Alier(c)milesresources.com CFO/Office Manager Brad Deakins r 490 , brad.deakins(rmilesresources.com RESOURCES 400 Valley Ave. NE/Puyallup,WA 98372 . Office (253)383-3565 •Fax(253)572-8648 ,MILESRL897RK Claims and Suits 1. Have you ever been party to a lawsuit or an arbitration proceeding in any way relating to a construction project? Yes. Unforeseen underground site conditions proposed arbitration. 2. Identify the proceeding and parties and describe the claims asserted by all parties, Arbitration, private owner, unpaid contract value, to Miles Resources, LLC. 3. What was the disposition of the case? Arbitration for Miles Resources, LLC. i i (J L C L C C C C C L C N (0 O O E N ON N 10 � E w O •.g - 0 0 `ro a o 0 0 0 m o 0 O IC,� Olr� M O O N p O In N (O N Qr r N to V I� O) r ® O C La 0 E 'O s N LL � N m p W 41, O W Q Y C C C C C O � ro �. o EO � x � EZ, 0 0 0 0 0 0 0 m m z z Z Z } Z } Z Z } } E E E E E 0 0 0 0 0 0 0 0 a 0_ E E E E E 0 0 0 0 0 n"J o 0 0 0 ti m 0 0 CO N If K K w co N Of K L a `o 4 UE °o o m m E m m III ro g x 0 y � 3 a r m > v > m �m >. 0 U) N om a inao O ) lj] m c .� - •� �� Z. � � mtQEo c 5 `m � n m $ ICI O �n atfc d (A L w m z Q co _ _ U Iz y N E w 0 � om h O W m m N M N ZE n k. M M t01 M M M M V OV p y x E £ F ct V � N N N N VI N O O N O N vl E r u, Ia{1.� �yj'� E 15 y E v E n W Y v o 0 Q s Q `o �i�dK a E 0 Jy o f T E It p5 O O v O O d O v O O z z y z z r z } r r r z z 7:fl k wyy AEI V' .ro ZI E t .'�- `m EV i-. %9 ry c`Nv C E E n r n7 Q V E E E E E E E E E E E E E a_ o 0v av av v v ` o o° E o° E E E E E E E E E a a I o v t x W r di .0 E it " G m p o Efn w b 59 W o s� 3 ar o m II Miles Resources, LLC Key Personnel/ Supervisory forces Personnel Qualifications Miles Resources, LLC Key personnel has extensive experience in the following: • Earthwork and site development with Federal, Public works, City, County and State projects, • Management of Grading/Earthwork Operator • Management of Paving/Operator Suuervisory Key Personnel List with date of hire: ® Jeffrey Thomas, Vice President May 2012 • Jeffrey Williams, Project Manager May 2007 • Michael TolIkuehn, Operations Manager February 1990 • Michael Bradley, Project Manager March 2005 • Michael Rosas, Project Manager September 2014 • Josh Helm, Project Manager September 2009 • Scott Droppelman, Project Manager June 2000 ® Patrick McBride January 2015 Justin Reynolds May 2013 • Joe Harrison, General Supt. May 2011 ® Mark Ballman, Foreman July 1976 • Troy Anderson, Foreman September 1998 • Doug Stiffarm, Safety Director February 2002 • Brad Deakins, CFO January 2010 • Angela Reis— Contract Admin, July 2003 MILES RESOURCES, LLC HEAVY DUTY EQUIPMENT INFORMATION 3/11/2015 EQ.# MAKE/MODEL YEAR ENGINE H.P. AXLE CONF. -OPERATING _' BODY CAPACITY WEIGHT 40.201 Backhoe John Deere 410D 1995 DIESEL 85 2 AXLE 15,600 Ile 1.3 YARD 40.202 Backhoe John Deere 510D _ 1992 _ DIESEL 90 2 AXLE 16,315 lb 1.3 YARD 40.203 Backhoe John Deere 51 OD 1992 _DIESEL 95 __2AXLE 16,000 lb 1.3 YARD 40.204 Backhoe John Deere 410D 1995 DIESEL 85 _ _ 2_AXLE 15,600 lb 1.3 YARD____ 40.205 Backhoe John Deere 410E 1997 DIESEL 98 2 AXLE 12,800lb __ 1.3 YARD 40.206 Backhoe John Deere 410E 1997 DIESEL 98 2 AXLE __ 12,800lb 1.3,YARD 40.209 Backhoe John Deere 410E 1997 DIESEL 98 2 AXLE 12,800 Ib 1.3 YARD 40.210 Backhoe John Deere 410E 1997 DIESEL 98 2 AXLE 12,800 lb 1.3 YARD 40,211 Backhoe John Deere 410G 2006 DIESEL 96 -2-AXLE 12,800 lb 1.5 YARD 40,212 16ackhoe John Deere 41OG 2006 DIESEL 96 2 AXLE -12,800 lb 1.5 YARD 40,215 Landscape Loader John Deere 210K 2012 DIESEL 88 2 AXLE -14,616 Ib -__1.18 YARD 88"BOX BLADE 22.217 Skid Steer CAT 2WBS_ERIES 3 _ _2013_ DIESEL _ 71 2 AXLE 7,007 Ile 0.52 YARD 38.218 Bobcat 773G _ _ _ _ - 2001 DIESEL 56 2 AXLE 5,808 lb 0.25 YARD 33.219 Skid Steer CAT 236 - - 2004 DIESEL 71 2 AXLE 7,007 Ile 0.52 YARD 70.222 Excava OAT 308D0R SB_ 2009 DIESEL 56 TRACK 18,519 Ile 0.52 YARD 70.223 Excavator Hitachi ZX350-5 2013 DIESEL 271 TRACK 76,258lb 2.63 YARD 70.226 Excavator John Deere 450C LC 2005 DIESEL 315 _ TRACK 97,900 lb 2.36 YARD 70.227 Excavator John Deere 450 LC _ 1998 DIESEL 285 TRACK 97,9001b_ 2.36 YARD 70.228 Excavator John Deere 470G LC 2012 DIESEL 367 TRACK 108,952 lb 2.36 YARD 70.229 Excavator John Deere 200 LC 1998 DIESEL 140 T RACK 20 METRIC TON 1.3 YARD 70.230 Excavator John Deere 450 LC 2000 DIESEL 285 _ TRACK 97,9001b 2.36 YARD 70.231 Excavator John Deere 200 LC 1997 DIESEL 140 TRACK 20 METRIC TON 1.3 YARD - 70.232 Excavator John Deere 160C LC 2003 DIESEL 109 TRACK -_ 34,400 Ib _ 0.75 YARD 70.233 Excavator John Deere 330C LC 2004 DIESEL 246 TRACK 81.200lb 2.15YARD 70.23 - - _._._ 5 Excavattoror John Deere 225C LC 2007 DIESEL 108 k_W_ TRACK 53,440 lb 1.3 YARD 70.236 lExcavator CAT 314C LCR 2007 DIESEL- 90 TRACK _ 32,590lb 0.68 YARD 70.237 Excavator CAT 321D LCR 2009 DIESEL 148 TRACK_ _ 53,308lb 1.3 YARD _ 70.238 Excavator Hitachi ZX670LC-5B 2012 DIESEL 475 _ TRACK 147,700lb 3,56 YARD 70.239 Excavator JD 210G LC 2014 DIESEL 159 - TRACK 50,4G31b 1.3 YARD 70.240 Excavator JD 210G LC 2014 DIESEL 159 TRACK _ _ 50,463 Ile 1.3 YARD 70,241 Excavator JD 86G 2013 DIESEL 57 TRACK 18,821 Ile 0.64 YARD 30.301 Wheel Loader John Deere 744H 1998 DIESEL 260 2 AXLE _ 50,320 Ib _ 5.75 YARD 30.302 Wheel Loader John Deere 8241 2007 DIESEL 275 2 AXLE _ 57,710 lb _ _ 6 YARD_ _ 30.304 Wheel Loader CAT 980H 2O08 DIESEL 393 -2 AXLE 67,2941b 7 YARD -. .. 30.305 Wheel Loader CAT 980GI1 2003 DIESEL 316 2 AXLE 65,765 lb 7.25 YARD 30.308 Wheel Loader CAT 980K 2012 DIESEL 369 2 AXLE 66,829 lb_ 7.5 YARD 30,310 Wheel Loader John Deere 644G 1995 DIESEL 185 2 AXLE 39,260 lb 4 YARD 30.311 Wheel Loader Jahn Deere 644J 2005 _ DIESEL_ 180 _ 2 2AXLE 40,082 lb 4 YARD 30.313 Wheel Loader John Deere 644J _ _ _2004 DIESEL 180 - AXLE _40,082 Ib 4 YARD _ 30,315 Wheel Loader John Deere 644G - - 1998 DIESEL 185 2 AXLE -_38,245 1b 4 YARD 30.316 lWheel Loader John Deere 544K - 2010 -DIESEL - 198 2 AXLE 40,955 lb _ 4,25 YARD 30.317 Wheel Loader John Deere 644K 2013 DIESEL 232 2AXLE 40,406 lb 4.5 YARD 26.380 Sweeper John Deere 1974 DIESEL 45 2 AXLE _ 6,680 lb _ 72" BROOM _ 26.381 Sweeper John Deere 2155 1 1989 DIESEL 45 2 AXLE_ 5,269 lb 80" BROOM 2 26.382 Sweeper Rosco RB48 2001 DIESEL 76 AXLE 5,200 Ib 93" BROOM _ - - --- --- -. ... 26.383 Sweeper Rosco- RB48 2001 DIESEL 76 2AXLE 5,200 Ib -. 93" BROOM 56.501 Blade KOMATSU GD655_-5 2012 DIESEL 218 3 AXLE 34,161 Ib_ 14 FT. MOLDBOARD 56,502 Blade CAT 143H 2004 DIESEL 205 3 AX LE _ 33,670lb 14 FT. MOLDBOARD - 56.503 Blade CAT 143H 2006 DIESEL 205 3 AXLE _ 33,670lb 14 FT, MOLDBOARD 56.50G Blade CAT 140H __ _ _1997 DIESEL 185 __ 3 AXLE 29.800lb 14 FT. MOLDBOARD , 56,620 Cross Blade H-MACH FG 110D 2008 DIESEL 110 2 AXLE 13,000I1) 10 MOLDBOARD 50.550 Dozer CAT D6N - 2007 DIESEL - 150 TRACK 36,497 lb _ 4.16 YARD _ 50.551 Dozer John Deere 750K LGP 2013 1 DIESEL 165 TRACK_ 37,596 lb _ 13 YARD 50.553 Dozer CAT_D8N 1992 DIESEL 285 TRACK 83,580lb 11.4 YARD 50.554 Dozer CAT D8N _ _ _ 1995 DIESEL- 285 TRACK 83,5801b _ 11.4 YARD 60.558 Dozer John Deere 45OG 1988 DIESEL 70 TRACK 15,100 lb - 2 YARD 50,562 Dozer John Deere750C 2000 DIESEL 140 TRACK 31,712lb 5.6YARD 50.5G3 Dozer John Deere 650J-XLT 2005 DIESEL 97_ _ TP.ACK 19,000 Ib_ _ 2.6 YARD 50.564 Dozer John Deere650J-XLT 2005 DIESEL 92 TRACK 19,00016 2.6YAR2 MILES RESOURCES, LLC HEAVY DUTY EQUIPMENT INFORMATION 3/11/2015 EQ.# MAKE/MODEL YEAR - WEIGHT ENGINE H.P. AXLE CONF. OPERATING __BODY CAPACITY - - -_ - - - 57.583 Scraper CAT 623E 1989 DIESEL 330 2 AXLE 73,450 Ib _ 22 YARD 57.584 Scraper CAT 6276 1979 DIESEL 225/225 _ 2 AXLE_ 76,3001b 15.3 YARD - 57—.586- Scraper CAT 627E _ 1989 DIESEL 225/225 - 2 AXLE__ 79,6551b 14120 YARD 57,587, 89 DIESEL 2251225 Scraper CAT 627E 19 _2 AXLE -_ 79,655Ib 14l20 YARD 58 595 Off-Road Truck John Deere 300D 2005 DIESEL 288 _ 2 AXLE_ 40,124lb __ 21,6 YARD --- 58.596 _Off-Road-Truck John Deere 300D 2005 DIESEL 288 2-AXLE 40,124 lb 21,6 YARD 91.607 Compressor Joy 1982 _ DIESEL 76 SINGLE _TRL, MOUNTED - 185 CFM W-609 Compressor Joy 1985 DIESEL 70 SINGLE TRL. MOUNTED 185 CFM 91.611 Compressor Le Rol InfL 1995 DIESEL 80 SINGLE TRL. MOUNTED 185 CFM 91.612 Compressor Le Roil Inf. 1995 DIESEL - 80_' SINGLE TRL MOUNTED _- 185 CFM 91.613 Compressor I/R P185WIR 2003 DIESEL _ 65 SINGLE _TRL MOUNTED _ 185 CFM 01.614 Compressor l/R P185WIR 2003 DIESEL - 65 SINGLE_ L. MOUNTED - 185 CFM 91.615 Compressor I/R P185AWIR 2006 DIESEL 65 _ SINGLE TRL_MOUNTED - 185 CFM _. 91.616 Compressor I/R P185AWIR 2008 DIESEL 65 SINGLE TRL.MOUNTED 186 CFM 92. 227- Generator Multiquip 25 KW 2000 DIESEL - 30.6 2 AXLE_ TRL. MOUNTED -25 KVA 92.628 Generator Honda EM6000 SXK1 1994 GAS 11 n/a 193 lb _ 5,000 WATT -. 92.629 Generator Honda 3.6 KW 1995 GAS 4.5 n/a _ 3,500 WATT 92.630 Generator ONAN 350 DFCC - 1992 DIESEL n/a 11,260lb _ 350 KW 92,631 Generator Honda EM5000 SXK1 1998 GAS 11 __ n/a _ 1931b _ 5,000 WATT �2 63-4 Generator—Multiquip 00 92.635 Generator Multiquip_6 KW 2t?04 DIESEL 52 SINGLE TRIL. MOUNTED 6 040 KVATT -- 92.632 Generator Honda EM5000 SXK1 1999 _ GAS I n/a 193 lb 5,000 WATT DIESEL 78 92.652 Generator Multiquip DCA40 1990 60.701 Paver IR/BK PF5510 1999 DIESEL 184 - TRACK_ 34,5301b —13 TON HOPPER 10_ _ FT. SCREED 60.7 22 Paver Barber Green 225B 1997 DIESEL 107 TRACK I _ 23,800 b _8 TON HOPPER _ - - -- -- WITH SCREED 8 FT. SCREED 60.703 Paver IR/BK PF4410 - 2007 DIESEL _ 168 __ TRACK _ 313 000lb _ 8.5 TON HOPPER - - -- _ -- - WITH SCREED 8 FT. SCREED 60.704 Paver-CAT AP1055D 2010 DIESEI- 224 _ TRACK 46,0001b 6.7 TON HOPPER -- - ---2 - -- - WITH SCREED 10 FT. SCREED — 60.705 Paver CAT AP555E 2012 DIESEL 142 TRACK_ 39,044 Ib 219 CFT HOPPER - - - -- WITH SCREE_D 8 FT. SCREFD 60.707 Paver lR/BK-PF510 1990 DIESEL 184 TRACK 34,530lb _ 13 TON HOPPER -- "-- - WITH SCREED 10 FT. SCREED - - 60,709 Paver Leeboy 8500T 1999 DIESEL 72_ TRACK 15,000 lb _ 8 TON HOPPER - - - --- - _ _ - WITH SCREED 8 FT. SCREED 60.711 Paver IR/EK PF5510 - 2002 DIESEL 188 T_RACK _. 38,000Ib _ 13.6 TON HOPPER - -- -- - -- WITH SCREED 10 FT. SCREED SI-.7 15 MTV Roadtec SB-2600B 2001 DIESEL 275 _ 2 AXLE -_ 78,000Ilb 25 TON - 61.716 Plckup Machine Cedarapids MS-3 ??? DIESEL 100 _ 3 AXLE - _ 19,100lb 60 CFT _ 1,717 MTV Roadtec 1000D 2011 DIESEL 300 2 AXLE 52,000 Ib 600 tons per hour 61.726 Road Widener Midland WA- 1996 DIESEL 40 MOUNTS ON LOADER 8 FT SPREAD WIDTH 61.727 Road Widener Midland SPD-10 2008 _ DIESEL 100 2 AXLE 5,5001b _10 FT SPREAD WIDTH 63.801 Grade Roller I/R SD116DX _ 2006 DIESEL 155 _ 2 AXLE 23,9301b 84' ROLLING WIDTH 63 802 Grade Roller I/R SD122DX _ 2063 DIESEL_ 174 2 AXLE _ 27,000In 84' ROLLING WIDTH 63 003 Grade Roller Dynapac CA3500- _ 2013 DIESEL _160 _ 2 AXLE_ 26,200 16 _ S4' ROLLING WIDTH 63.8 44 Grade Roller Sakai SV70D 1991 DIESEL 86 2 AXLE 14,5531b 67" ROLLING WIDTH 63,805 Grade Roller SAKAI SV91D 1987 _DIESEL 133 2 AXLE _22,700lb 85 ROLLING WIDTH 63,806 Grade Roller I/R SD116DX _ 2007 DIESEL 155 2 AXLE 23,930lb _ 84' ROLLING WIDTH 63.807 Grade Roller Dynapac CA3500_ 2013 DIESEL 160 _ 2 AXLE 26,2001b R4 ROLLING WIDTH 63 808 Grade Roller I/R SD110D 1999 DIESEL 174 2 AXLE 23,1501b 84" ROLLING WIDTH 63.809 Grade Roller I/R SD110D _ _ 1999 DIESEL 174 2 AXLE 23,1501b 84" ROLLING WIDTH 63.819 Sidewalk Roller Bomag BW120AD-3 1997 DIESEL 33_ 2 AXLE _ 5,952 Ib 48" ROLLING WIDTH 63.833 Sidewalk Roller I/R DD23- 1998 DIESEL 30 2 AXLE 6,1901b 48" ROLLING WIDTH - - 63.834 Sidewalk Roller I/R DD24 1998 DIESEL 30 2 AXLE _ 6,190 Ib 48"_ROLLING WIDTH 63.835 Sidewalk Roller I/R DD24 1993 DIESEL 30 2 AXLE 6,190 Ib 48" ROLLING WIDTH - - — 62-10 Roller I/R DD 110FIF 2004 DIESEL 125 2 AXLE 24,910 Ib 78�' ROLLING WIDTH MILES RESOURCES, LLC HEAVY DUTY EQUIPMENT INFORMATION 3/11/2015 EQ.# MAKE/MODEL YEAR ENGINE H.P. AXLE CONF. _ OPERATING BODY CAPACITY - --- WEIGHT 62.816 Roller Rosco Rollpac 111 1998 GAS 15 2 AXLE 2,600 lb _ 34" ROLLING WIDTH 62.820 Roller HAMM HD+ 120 VO _ 2012 DIESEL 136 2 AXLE 26,489 lb - 78"ROLLING WIDTH -- -- - -- 62.821 Roller HAMM HD+ 120 VO _ 2011 __ DIESEL 136_ 2 AXLE _ 26,489 lb 78"ROLLING WIDTH 62,822 Roller Sakai GW750 Rubber Vib. _ 2004 DIESEL 109 2 AXLE 20,580lb _77"ROLLING WIDTH 62.823 Roller Sakai GW750 Rubber Vib. 2004 DIESEL 109 2 AXLE 20,5801b 77"ROLLING WIDTH 62.824 Rol ler I/R DD110 1997 DIESEL 125 - 2 AXLE 24,910 Ib 72"ROLLING WIDTH —__ 62.826 Roller I/R DD110HF 2003 DIESEL 125 -2 AXLE 25,186lb 78"ROLLING WIDTH 62.827 Roller I/R DD70 2003 DIESEL 80 2 AXLE 14,850lb 57"ROLLING WIDTH 62.828 Roller I/R DD118HFA 2004 DIESEL 125 2 AXLE 27,670lb 78"ROLLING WIDTH 62.829 Roller Hyster 8-10T static 1973 DIESEL 70 2 AXLE 7,585 lb 54"ROLLING WIDTH 62.830 Roller I/R DD70HF 2007 DIESEL 80 2 AXLE 94,8951b 57'ROLLING WIDTH - - - 62.837 Roller Sakai TS600C pneumatic 1994 DIESEL 92 2 AXLE 33,0701b _ 48"ROLLING WIDTH, 1 62.838 Roller Sakai SW25DD 1995 DIESEL 30 2 AXLE 5,520lb _ 48"ROLLING WIDTH 62,839 Roller I/R DD24 2000 DIESEL _ 30 2 AXLE 6,190lb 48"ROLLING WIDTH -- - 62.840 Roller I/R/Rb DD24 _ 2000 DIESEL 30 2 AXLE 6,190 lb 48'ROLLING WIDTH 62.841 Roller I/R DD28HF _ 2003 DIESEL 42 _ 2 AXLE _ _ 6,661 lb_ 52"ROLLING WIDTH 62.842 Roller I/R DD28HF __ 2004 DIESEL 42 _ 2 AXLE 6,651 lb 52"ROLLING WIDTH 62.843 Roller I/R DD28HF 20 04 DIESEL 42 2 AXLE 6,651 lb 52"ROLLING WIDTH 62.544 Roller I/R DD28HF 2007 DIESEL 44 2 AXLE _ 6,750 Ib _ 52"ROLLING WIDTH 62.845- Roller I/R DD31HF __ -o _ DIESEL 44 _ 2 AXLE 61840 lb 49"ROLLING WIDTH 62.846 Roller I/R DD14S _ _ 2010 DIESEL 16_ 2 AXLE_ 3,172 lb _ 36"ROLLING WIDTH 62.847 Roller HAMM HD 12 VV 2012 DIESEL 31 2 AXLE 5,964 lb 47'ROLLING WIDTH MILES RESOURCES, LLC FLEET INFORMATION 3/11/2015 FLEET j _ AXLE LICENSED G.V.W. BODY CAPACITY !! - -- _ NUMBER - MAKE/MODEL YEAR ENGINE H.P. CONF. SOLO ITH TRAILER %2 KENWORTH TRACTOR LOWBOY 2006 DIESEL 550 4 N/A 105,500 n/a '.. 10.5 KENWORTH TRACTOR _ 1988 DIESEL 450- 4 N/A _ 105.500 n/a 10.6 PETERBILT TRACTOR LOWBOY 1995 _DIESEL 470 4 _ N!A _ 105,500 n!a PETERBILT OIL DISTR. 2008 DIESEL 240 2 32,000 N/A 2,000 GALLON -- - -- 23.14 MACK OIL DISTR. 1988 DIESEL 180 2 _ 32,000 NIA 1,600 GALLON 23. 66 FORD OIL DISTR. 1987 DIESEL 225 2 32,000_ N/A 1.400 GALLON-- 24.17 PETERBILTTANKERTRUCK 1986 DIESEL 400 _- 4 56,000 - 105,500 _ 9,000GALLON 24.19 MACK VISION TANKER TRUCK 2007 DIESEL 460 4 _56,000 105,500_ 10,700 GALLON 10.20 KENWORTH T-800-BOOM 2006 DIESEL 450 3 56,000 94,000 _28_TON CRANE 1D,22 FORD SERVICE TRUCK 1994 DIESEL 315 3 48,000 N/A NIA - - - 10.23 KENWORTH T-300 SERVICE TRUCK 2004 DIESEL 300 3 32,000 _N/A _ N/A -- 2G.385 _INTERNATIONAL SERIES 4000 _ _ _ - -N - SWEEPER TRUCKTYMCO600-BAH 2O12 DIESEL 300 2 30,000 NIA N/A 27.18 KENWORTH T-800 WATER TRUCK _ 1990 DIESEL 400 4 _55,500 N/A 4,000 GALLON_ 27.26 KENWORTH T-800 WATER TRUCK 1999 DIESEL _350 _3- 49,500 _NIA _4,OOD GALLON 27.29- _ FORD WATER TRUCK _ _ 1972 DIESEL 318 3 48,000 - N/A 3,800 GALLON - 27.30 KENWORTH T-800 WATER TRUCK _ 1989 _DIESEL 350_ 3 48,000 NIA 3,800 GALLON 27,32 PETERBILT 378 WATER TRUCK _ 1995 DIESEL 370 3 51,000 NIA _3,900 GALLON 'P 27.33 FORD WATER TRUCK _ 1972 DIESEL 318 3 48,000 N/A 3,800 GALLON 27.34 - KENWORTH T-800 WATER-TRUCK 1994 DIESEL 350 3 49,600 N!A 3,800 GALLON 20.G7 KENW0RTH_9CYTRANSFER 1995 DIESEL 430 4 _55,500 - 12 O.Y.1 20 67-46.167 with RELIANCE TRANSFER TRAILER - 8 105,500 12 C Y./14 C.Y. 12 C.Y. T68 KENWORTH T-800 TRANSFER105 1999 DIESEL 470 4 55,500 _ 20.68-46.168 with RELIANCE TRANSFER TRAILER - -- 8 ,500 12 C Y./14 C.Y. 20.69 KENWORTH T-BOD TRANSFER 1999 DIESEL 470 4 55,500 - _ 12 C.Y. 20.69-46.'1 99 with RELIANCE TRANSFER TRAILER - 8 105,500 12 C Y./14 C.Y. 20.70 _ KENWORTH T-8008 TRANSFER 2001 DIESEL _500 5 61,500 14 C.Y. - -- - - - -- 8 105,500 14 C Y / 12 C.Y. 20.70-46.170 with BEAT L TRANSFER TRAILER _ -- -- - 20.70-47.148 with BEALL PONY DUMP TRAILER 8 105,500 14 C.Y._/12 C.Y 20.71 KENWORTH T-BOOB TRANSFER 2001_ DIESEL _500 5 61.600 _ -_ 14 20 71-46.171 with BEALL TRANSFER TRAILER __ _8 105,500_ 14 C Y /12 C.Y. 2071-47.147 with BEALL PONY DUMP TRAILER 8 - _105,500 14 C.Y.!12 C.Y. 20.72 KENWORTH T-800B TRANSFER _2005 DIESEL 500 5 61,500 _ __ 14 C.Y. 20.72-46.172 with BEALL TRANSFER TRAILER 8 105,500 14 C.Y.112 C.Y. 20.72J__ FAUL with STURDYWELD PONY DUMP TRAILER 8 105,500 14 C.Y.!12 C.Y. 20.73KENWORTH T-800B TRANSFER _ _20_05 DIESEL 500 5 G1,50U _ 14 C.Y. 20.73with BEALL TRANSFER TRAILER - _ 8 105,500 14 C.Y./12 C.Y, 2073 with TRUCKWELD DUMP TRAILER 8 105,500 14 C.Y./12 C.Y. 20.74MACK GRANITE TRANSFER 2006 DIESEL 460 5 61,600 14 C.Y. 20.74with BEALL TRANSFER TRAILER 8 105,500 14 C Y 112 C.Y 20.74with STURDYWELD PONY DUMP TRAILER 103,500 14 C.Y.!12 C.Y 20.77 __ MACK GRANT T ETRANSFER 2006 DIESEL 460 _5 61,500 14 C Y20.77with BEALL TRANSFER TRAILER 8 3614 C Y /12 C.Y-- - 20.77with STURDYWELD PONY DUMP TRAILER 8 103,50D 14 C.Y.112 C.Y 20.78MACK GRANITE TRANSFER 20D5 DIESEL 460 5 61,50014 C.Y _20.78- with BF-ALL TRANSFER TRAILER __ -. 6 .. _ 105,500_ 14 C Y./12 C.Y MILES RESOURCES, LLC FLEET INFORMATION 3/11/2015 FLEET AXLE LICENSED G.V.W. BODY CAPACITY NUMBER MAKE/MODEL YEAR ENGINE H.P. CONE. SOLO ITH TRAILER 20.78-47.143 with STURDYELD PONY DUMP TRAILER 8 W 103,500 14 C.Y./12 C.Y. i i MILES RESOURCES, LLC FLEET INFORMATION 3/11/2015 FLEET AXLE LICENSED G.V.W. BODY CAPACITY �I NUMBER MAKE/MODEL YEAR ENGINE H.P. CONF. SOLO ITH TRAILER 21.80 MACK GRANITE DUMP TRUCK 2007 DIESEL 460 5 81,500 14 C.Y. 21.80-47.180 with BEALL DUMP TRAILER 8 105,500 14 C.Y./12 C.Y. 21.81 MACK GRANITE DUMP TRUCK _ 2007 DIESEL 460 5 01,500 14 C.Y. 21.81-47.181 with BEALL DUMP TRAILER - 8 105,500 14 C.Y.112 C.Y. 21.82 MACK GRANITE DUMP TRUCK 2007 DIESEL 460 5 61,500 14 C.Y. 21.B2-47.182 with BEALL DUMP TRAILER 8 - 105,500 14 C.Y./12 C.Y. 21.83 KENWORTH T-BOOB DUMP TRUCK 1998 DIESEL 550 _ 5 61,50_0 14 C.Y. 21.83-47.153 with TRUCKWELD PONY DUMP TRAILER 9 105,500 14 C.Y.!14 C.Y. 21.84 KENWORTH T-800B DUMP TRUCK 1998 DIESEL 550 5 61,500 14 C.Y. 21.84-47.154 with TRUCKWELD PONY DUMP TRAILER 9 105,500 14 C.Y./14 C.Y. j 21.85 KENWORTH T-800B SUPER SOLO DUMP TRK. 2009 DIESEL- 425 7 _ 80.000 NIA 25 C.Y, 21.86 KENWORTH T-800B SUPER SOLO DUMP TRK. 2009 DIESEL 425 7 B0,000 N/A 25 C Y. -. . _.. -- - -- 1 21.87 KENWORTH T-800B DUMP TRUCK _ 1998 DIESEL 550 5 61500 14 C.Y. 21.8747.157 with TRUCKWELD PONY DUMP TRAILER 9 105,500 14 C.Y./14 C.Y. 21.88 KENWORTH T-BOOB DUMP TRUCK 1998 DI ESE_L 550 5 61,500 14 C.Y, � 21.88-47.158 with TRUCKWELD PONY DUMP TRAILER 9 106,500 14 C.Y.114 C.Y, 21.91 PETERBILT 378 DUMP TRUCK 1995 DIESEL 430 _ 4 55,500 12 C.Y. 21.91-47.162 with TRUCKWELD DUMP TRAILER 8 105,500 12 C.Y./14 C.Y. 21.92 PETERBILT 378 DUMP TRUCK 1995 DIESEL 430 4 55,500 12 C.Y. 50 21.92-4T 1847 with TRUCKWELD DUMP TRAILER 8 105, 0 12 C.Y./14 C.Y. 2L93 KENWORTH T-800 DUMP TRUCK 1999 DIESEL 430 4 55,500 12-C.Y. - 21.93-47.161 with TRUCKWELD DUMP TRAILER B 105,500 12 C.Y./14 C.Y. 21.94 KENWORTH T-800 DUMP TRUCK- 2006 DIESEL 475 4 55,500 12 C.Y. 21.94-47.164 with TRUCKWELD DUMP TRAILER 8 105,500 12 C.Y./14 C.Y. 21.1808 KENWORTH T-800 DUMP TRUCK 2009 DIESEL 475 4 55,500 '12 C.Y. -- 21.1808-47.415 with DUMP TRAILER _ 8 105,500 12 C.Y.114 C.Y. ii MILES RESOURCES, LLC FLEET INFORMATION 3/11/2015 FLEET __ AXLE LICENSED G.V.W. BODY CAPACITY -- NUMBER MAKE/MODEL YEAR ENGINE H.P. CONE. SOLO ITH TRAILER 12.35 SVC TRUCK FORD F450(Foreman) 2008 DIESEL 325 2 26,000 N/A 1 TON 12.36 _ FLATBED FORD F558(Spare) 2003 DIESEL 325 2 26,000 N/A _ 1 TON `" '.... 12.38 FLATBED FORD F450(Paving Crew) __ ___ 2000 DIESEL 230-2 26,000 N!A 1 TON 12.39 FLATBED FORD F550(Foreman) 2000 DIESEL 230 2 26,000 N/A 1 TONS 12.40 SVC TRUCK FORD F550(Foreman) 2006 DIESEL 325 _ 2 26,000 N/A 1.5 TON - - 2 26 -- 12,44 SVC TRUCK FORD F550(Foreman) 2006 DIESEL 325 ,000 N/A 1 5 TON 12.47 SVC TRUCK FORD F550(Foreman) 2005 DIESEL 325 2 26,000 N/A 1.5 TON 12.50 SVC TRUCK FORD F450(Foreman) 2007 DIESEL 325 2 26,000 N/A 1 TON 12.52 _ _ FLATBED MITSUBISHI FUSO FE-SP 640(T.QS.) 2003 DIESEL 175 2 20,000 N/A N/A 12.53 FLATBED MITSUBISHI FUSO FE-SP 640(T.C.S.) 2003 DIESEL 175 2 _ 2o,000 N/A N/A 12.56 SVC TRUCK FORD F550(Foreman) 2006 DIESEL 325 __ 2 26,000 N/A 1.6 TON 25_ ,e 12.57 SVC TRUCK FORD F550(Foreman) 2008 DIESEL 3 2 26,000 __NM- 1.5 TON 12.68 _ _ SVC TRUCK FORD F550 Foreman) 2006 DIESEL 325 2 26,000_ N/A 1.5 TON 1Z.59 SVC TRUCK FORD F560(Foreman) 2006 DIESEL 325 2 26,000 NIA 1.5 TON 12.60 ]FLATBED SVC TRUCK FORD F450 32_(Foreman) 2007 DIESEL 5 2 26,D00 _ N/A 1 TON 12.61SVC TRUCK FORD F450(Foreman) 2008 DIESEL 325 2 26,000 N/A 1 TON 12.62_ FLATBED FORD F450(Spare) 2008 DIESEL 325 2 26,000 N/A 1 TON 12.63 FLATBEDFORD TILT CAB(T.C.S.) 2007 DIESEL 200 2 26,000N/A NIA 12.65FLATBED MITSUBISHI FUSO FE-125 (T.C.S.) 2008 DIESEL 175 2 16,000 N/A NIA 12 66 MITSUBISHI FUSO FE-126(T.0 S) 2008 DIESEL 115 2 16,000 N/A N/A 11.1248P!U FORD F250(Foreman/Spare) 2002 GAS 230 2 8,000 N/A 11,1263P/U FORD F250(Spare) 2003 _GAS 230 2 8,000 N/A 11.1254 P/U FORD F250(Spare) 2003 GAS 230 2 8,000- N/A 11.1256 P/U FORD F250(Spare) 2003 GAS _ 230 2 8,000 _ N/A 11.1211 P/U CHEVY 250OHD(Foreman) 2006 GAS 250 2 8,000 N/A 11.1263 P/U CHEVY 250OHD(TCS) 2007 GAS 250 2 8,000 N/A - -- 11.1264 P/U CHEVY 250OHD(Spare) 2007 GAS _ _250 2 8,000 _ N/A 11A265 P/U CHEVY SILVERADO(Spare) 2607 GAS- 250 2 8,000 N/A 11.1280 P/U FORD F350(Foreman) 2013 DIESEL 440 11,1281 :P/U FORD F350(Foreman) 2013 DIESEL 440 2 12,000 _ N/A 11.1282 P/U FORD F350(Foreman) 2013 DIESEL 440 2 12,000 N/A 12,1319 SERVICEBODY FORD F550(Foreman) 2013 DIESEL 440 2 26,000 N/A - -_. 12.1320_ SERVICEBODY FORD F550 Paving Crew) 2013 DIESELL 440 __ 2 __ 2G,000 _N/A 12.1321 SERVICEBODY FORD F550(Foreman) 2013 DIESEL 440 2- 26,000 1 N/A it Miles Resources, LLC Trade References: U.S. Oil Refining Contact: Benjamin Kamithe P.O. Box 2255 Phone# 253 383-1651 Tacoma, WA 98491 Fax # 253 383-9970 Washington Rock Quarries Contact: Linda Belnap P.O. Box 1806 Phone# 360 893-1661 Orting, WA 98360 Fax # 360 893-1664 Shope Concrete Contact: 1618 E. Main Phone# 253 848-1551 Puyallup, WA 98372 Fax # 253 845-0292 HD Fowler Co Contact: Sherman P.O. Box 160 Phone# 425 746-8400 Bellevue, WA 98009 Fax # 425 653-3190 =mMILES 400 Valley Ave. NE/Puyallup,WA 98372 • Off lee (253)383-3585 •Fax(253)572-8648 ,MILESRL897RK Financial Information To Whom It May Concern: Due to the close) he detail Id nature of Miles Resources LLC our ownership declines to provide detailed Y p p financial information for bidding purposes. If Miles Resources is selected as the Contractor for its proposed scope of work at the time of bid, more financial information may be provided as directed by Walt Miles, Managing Member. We appreciate your consideration of our company as a qualified Contractor, and thank you for respecting this matter of privacy. Sincerely, Michael Tollkuehn Operations Manager PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, If awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within thirty (30) working days after Issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all Insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstructlon meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash In an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Recelpt of Addendum No.'s -A-, to the plans and/or specifications is hereby acknowledged, Failure to acknowledge receipt of the addenda may be considered an Irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: July 7, 2015 Miles Resources, LLC NAME O ID 1.. BY: Sig a u e ` Michael Tollkcehn/Operations Manager (Print Name and Title) 400 Valley Ave NE _ Address Puyallup, WA 98372 North Park Drainage Improvements/uncoln 18 June 16, 2015 Project Number: 15-3006 Page 21 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Miles Resources, LLC as Principal, and Liberty Mutual Insurance Company as Surety, are held and firmly i bound unto the CITY OF KENT, as Obligee, in the penal sum of FivePercent(5%)ofBidAmount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for North Park Drainage Improvements: W. Cole St. to W. Cloudy St. between 2nd Ave. N. and 3rd Ave. N./Project Number: 15-3006 According to the terms of the proposal or bid made by the Principal thereof, 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 invitation to bid, 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 damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 7th DAY OF July 2015 Miles es1J'VLP4 C I PRI ' I AL lc ae ollkue n Opperations Manager Libe uluallns ran71 " pany }r. SU E J *rL.SnydepAaorney-in-Fact Received return of deposit in the sum of $ North Park Drainage Improvements/Lineoin 19 June 16,2015 Project Number: 15-3006 i I 1 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT Is PRINTED ON RED BACKGROUND. This Power of Attomay limits the acts of those named herein,and they have no authority to bind the Company except In the manner and to the extent herein stated. Certificate No.692041e American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casually Insurance Company WestAmerican Insurance Company ! POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the Stale of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Barbara A.Johnson;Brent E.Heilesen;Carley Espiritu;Christopher Kin om Cynthia L.Jay; Diane M.Harding; Eric A.Zimmerman;Jake Ole;James B. Binder;Jamie Diemer;Jeffrey L.Zimmerman;Jennifer L.Snyder;Julie R.Truitt;Karen Swanson;Katie Hogan;Kristine A.Lawrence; Lisa M.Anderson;Mandy Kellner;Mitchell R.Smee;Peggy A.Firth; Peter J.Comfort;Sandra J.Kulseth;Wyntrene Mace all of the city of Tacoma state of WA each individually if there be more than one named,its true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. i IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed , thereto this 24th day of March 2015to Ho us Ns wuua Nw T American Fire and Casualty Company10 SOP,`,Parna,>'Nv soPs�,nw„44i, p wMow,O nF The Ohio Casualty Insurance Company y 3 F g 19n6 0 _ e 1919 ' N Liberty Mutual Insurance Company m T o r 1912,(� teal West merican Insurance Company in y aYy'Hn.uhv"'�Sa dyq'Hamvsy'eSd� �'na"�a s¢' 7P > orae i� q 7 in N d >1 G1o��h BY. r STATE OF PENNSYLVANIA ss David M.Care ,Assistant secretary e m C A COUNTY OF MONTGOMERY C m01 On this 24th day of March 2015 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of American Fire and F U y Casualty Company,Liberty Mutual Insurance Company,The Ohio Casually Insurance Company,and West American Insurance Company,and that he,as such,being authorized so to do, AN p P execute the foregoing Instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. c E `m > IN WITNESS WHEREOF,I have hereunto subscribed in name and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written. o CL l y jp yP PAST COMMONWEALTH OF PENNSYLVANIA q`L�UoxwEq F!� Noladal Beal M Ir Teresa Paslella,Notary Public By: ON of Plymouth Twin,Montgomery County Teresa Pastella,Notary Public y p _ ` �P My Commission Expires March 29,2a77 rsvvvP - - 3 y" Ca D 2� �}� Member Pennsylvania Assodallanof Notaries � E O 0) ARV P� a M e� This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizatonsof American Fire and Casualty Company,The Ohio Casualty Insurance in 6, Company,Liberty Mutual Insurance Company,and West American Insurance Companywhlch resolutions are now in full force and effect reading as follows: ! rho ARTICLE IV—OFFICERS—Section 12.Power of Attorney.Any officer or other official ofthe Corporation authorized for that purpose in writing bythe Chairmanorthe President,andsubject o e to such limitation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, ,�;+y O S acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surely obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective 73 3 E ai powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so '--Cu m executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representafive or attorney-in-fact under >'a athe provisions of this article may be revoked at any fime by the Board,the Chairman,the President or by the officer or officers granting such power or authority, r r!. op� � ARTICLE All of Contracts 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose In writing by the chairman or the president, III .>. i and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, E M o seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their c m z O respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so O executed such instruments shall be as binding as if signed by the president and attested by the secretary. C m Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-In- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Gregory W.Davenport,the undersigned,Assistant Secretary,of American Fire and Casually Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and j West American Insurance Company do hereby certify that the original power of allumey of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. "`? t 1 IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this !. day of f, V,!�"{{ 20 I bPNaro ASp9 JP��evau NH9 JP�,a�W�Hb GP�wcuRHh f �a�,iF �� ,wu 5 �rP,�m 1906 0 0 1919 1912 a 1991 BY; ~ � y T Gregory W.Davenport,Assistant 4tP[AW�t :'urnNX y2 n uue� i i 764 of 600 33 LMa_12873_122013 3 1 i CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON COLLUSION DECLARATION I, by signing the proposal, hereby declare, under Penalty of perjury under tine laws of the United States that the following statements are true and correct- 1. That the undersigned person(s), firm, association or corporation has (nave) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the worl< of this project, I will pay each classification of laborer, workman, 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 foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my Knowledge and belief. North Park Drainage Improvements W. Cole St. to W. Cloudy St. between 2"'J Ave. N. and 3r`t Ave. N. Project Number-, 15-3006 NAME OF PROJECT Miles Resources, LLC NAME OF BIDDER'S FIRM Michael Tollkuehn/O eraT.ions Mana er SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER North Park Drainage Improvements/Lincoln 20 June 16, 2015 l Project Number: I5-3006 Page 23 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.l)xwa.com -Always Verify Scale This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER Date: Change Order No.: 1 City Project Name: Project Number: Contractor: Original Contract Date: This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable conslderatlon and by mutual consent of the parties, the project contract is modified as follows: 1. The section of the Agreement which outlines the Description of Work, is hereby modified as follows: Provide all labor, materials, and equipment necessary to: 2. The contract amount and time for performance are hereby modified as follows: Original Contract sum, Including $ applicable alternates and WSST. Net Change by Previous Change Orders $ (incl, applicable WSST) Current Contract Amount (incl. Previous Change Orders) Current Change order $ Applicable WSST Tax on this Change $ Order _ Revised Contract sum $ Original Time for Completion Working days Revised Time for Completion under -0- Working days prior Change orders Days Required f for this Change Order -a- Working days Revised Time for Completion Working days North Park Drainage Im provemen ts/L Into In 21 June 16, 2015 Project Number: 15.3006 Page 24 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa com-Always Verify Scale In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest or claim it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes full payment and Final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, Including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. The parties whose names appear below swear under penalty of perjury that they are authorized to enter Into this contract modification, which Is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown In section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By:._______.__ (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its _ Its Public Worl<s Director (Title) (Title) DATE: DATE: North Park Drainage Improvements/Lincoln 22 June 16, 20ts Project Number; 15.3006 Page 2.5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale BIDDER'S CHEC6GUs'r The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following, Bid Document Cover Sheet filled out with Bidder's Name ....................@j, Order of Contents................................................................................. Invitation to Bid...................................................................................� Contractor Compliance Statement.........................................-............ .0' Date. .................................... ...... .....................................I..... Q Have/have not participated acknowledgment.............................Ef Signature and address ...... ...... ...................................... ..........0, Declaration - City of Kent Equal Employment Opportunity Policy ........Er Date and signature .....................................................................I'r Administrative Policy...........................................................................Q` Proposal...............................................................................................12 First line of proposal - filled in ..................................................:�'1 Unit prices are correct ................................................................E1 Bid the same unit price for asterisk (*) bid items .......................0' Minimum bid prices are correct......... ................................. Subcontractor List (contracts over $10010 ..........................................E!r Subcontractors listed properly.................................... E Signature .................................... . .. ......................................I� Subcontractor List (contracts over $1 million) .....................................13 Subcontractors listed properly....................................................n Date and signature .....................................................................❑ Contractor's Qualification Statement ........................I.......................... f� Complete and notarized ..............................................................Efi ProposalSignature Page.,... .... ...........................................................Lf All Addenda acknowledged .........................................................luf' Date, signature and address .......................................................U BidBond Form .......................... ..........................................................9 Signature, sealed and dated .......................................................ET, Power of Attorney...............................................I.......................1 (Amount of bid bond shall equal 511/o of the total bid amount) CombinedDeclaration Form................................................................J Signature .................................................................................. .C� ChangeOrder Form.............................................................................1t Bidder's Checklist ............................................................-..................t7 The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement Is to be executed by the successful bidder, B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and Its surety company. The following form Is to be executed after the Contract Is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY C0Iv1&ANCEaTA7Q9hJ To be executed by the successful bidder AFTER COMPLETION of this contract. North Park Drainage Improvements/Lincoln 23 June 16, 2015 Project Number: 15-3006 Page 26 Provided to Builders Exchange of WA. Inc. For usage Conditions Agreement see www.bxwo,com-Always Verify Scale ill PAYMENT AND PERFORMANCE BOND � �� TO CITY OF KENT t '""'°' Bond No. 023033075 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Miles Resources,LLC as Principal, and Liberty Mutual Insurance Company a Corporation organized and existing under the laws of the State of Massachusetts , as a ;..� Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $237,889.00 together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on ` demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. `i Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of North Park Drainage Improvements: W. Cole St. to W. Cloudy St. between 2"d Ave. N. and 3rd Ave. N./Project Number: 15-3006 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and I all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this j obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. 3 H� 2 North Park Drainage Improvements/Lincoln 24 June 16, 2015 :__i Project Number: 15-3006 + ) j .v TWO WITNESSES: Miles Resources,LLC ,n PRINCIPAL( ter nncllai's }neab E �t I ; .� gr.1(p �✓z , r � P,- IefrfVey 4 omas A TITLE: Vice President - DATE: .r„ly 24 , 7015 DATE: July 23, 2015 r, Angela M. Reis CORPORATE SEAL: Micbael Tollkuebn _J, PRINT NAME a DATE: 7/23/2015 Liberty MutuaJ Insurance Company SURETY f r �! CORPORATE SEAL: BY: t DATE: J�11y 1 23 1015 TITLE: Jenrtrifer L. Snyder, Attorney-in-Fact ADDRESS: PO Box 2940 Tacoma, WA 98401 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANT SECRETARY s� North Park Drainage Improvements/Lincoln 25 June 16, 2015 Project Number: 15-3005 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Powerof Attorney limits the acts of those named herein,and they have no authodtylo bind the Company except in the manner and to the extent herein stated. Certificate No, tot umis American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company i POWER OF ATTORNEY KNOWNALL PERSONS BY THESE PRESENTS: ThatAmedcan Fire&Casualty Company and The Ohio Casually Insurance Company are corporations duly organized under the laws of j the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and WestAmerican Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Barbara A.Johnson;Brent E.Heilesem Carley Espiritu'Christopher Kinyon;Cynthia L.Jay; Diane M.Harding; Eric A.Zimmerman;Jake Ola;James B.Binder Jamie Diemer;Jeffrey L.Zimmerman;Jennifer L.Snyder;Julie R.Truitt;Karen Swanson; Kellie Hogan;Kristine A.Lawrence; Lisa M.Anderson; Mandy Keltner;Mitchell R.Smee;Peggy A.Firth;Peter J.Comfort;Sandra J.Kulseth;Wyntrene Mace all of the city of Tacoma ,stale of WA each individually if there be more than one named,its time and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed theretothis nth dayof one 2015 n of ms ast, American Fire and Casualty Company S n5 V 4�N o,q ^q�t yJY�gwnq��n n��'�gWaz�oN�e s_�3 orr�aW7�� The Ohio Casualty Insurance Company N </ I906 0 0 1919 Liberty Mutual Insurance Company W a� o�)b w 1g1z�� 1a9' a West merican Insurance Company w �iyy"9 xh�'a dyf✓'a^*csccla ��j �q* ^ t H n* �- 9 W By° A C STATE OF PENNSYLVANIA as David M.Care ,Assistant Secretary _ COUNTY OF MONTGOMERY C a 111h June 2015 0 a0. pt On this day of before me personally appeared David M. Carey,who acknowledged himself to be the Assistant Secretary of American Fire and o F o ru Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company,and that he,as such,being authorized so to do, W p R execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. c E L m > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written. O a N Sp PAST COMMONWEALTH OF PENNSYLVANIA �f-� aM cropwF �! Notarial Seal (/ w r- tW�u°S ��,y Teresa Pastella Notary Public B 0� O ` or' Plymouth Twp.,Montgomery County y -- L"a L �� h1y Commission Expires March 28,2017 Teresa Pastella,Notary Public y p 3 � 60 'fpy 4r yr` Member Pennsylv.nlaAs .floc of Naiades O 00 ai 4Yry NU0 d {0 C o This Power of Attorney is made and executed pusuanttoandbyauthortyof the following By-laws and Authorizations ofAmedcan Fire and Casualty Company,The Ohio Casualty Insurance wo 4),L Company,Liberty Mutual Insurance Company,and WestAmerican Insurance Company which resolutions are now in full force and effect reading as follows; w m A 4) ARTICLE IV-OFFICERS-Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,andsubject O c to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, y O c acknowledge and deliver as surely any and all undertakings,bonds,recognizances and other surely obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective F3 3 E y powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so ' v p executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power of authority granted to any representative or attomey-in-fact under >o Tthe provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. d N Y ARTICLE All-Execution of Contracts-SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, 00 E > and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, v M J O = seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their c oQ Z o respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so 00 executed such instal meets shall be as binding as if signed by the president and attested by the secretary. C m Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- ~ fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Companys Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Gregory W Davenport,the undersigned,Assistant Secretary,of American Fire and Casually Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby cedify that the original power of attorney of which the foregoing is a full,tree and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of i 1 A k I�'f 20 1 EP'oDOMr U4 �`��oev�,'�9 �W�woeq�4N� GP�yv,o�u"Wc - .� 1 1906 0 0 let. n > 1972 _° 199i By: Gregory W.Davenport,Assistant Secretary I , I 421 of 800 LMS 12813 122013 f T___, CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and Miles Resources , LLC organized under the laws of the State of Wasbill ton located and doing business at 400 Valley Ave NE, Puyallup, WA 9 ("Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment for: North Park Drainage Improvements: W. Cole St. to W. Cloudy St. between 2nd Ave. N. and 3rd Ave. N./Project Number: 15-3006 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2014 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within thirty (30) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 1 The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. North Park Drainage Improvements/Lincoln 26 June 16, 2015 Project Number: 15-3006 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the. City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7, The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to 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. illl I North Park Drainage Improvements/Lincoln 27 June 16, 2015 Project Number: 15-3006 CITY OF KENT - - t - --� BY: - SUZET'TE'CbOKE, MAYOR DATE: ATTESY.-`'�r-j�,r ONALD F. MQf RE, Q4fY CLERK � 1 APPRO TO iORM 4? � rr i KENT LAW DEPAR MEN -__-.Y- it CONTRACTOR PRI A E: Jeffrey Thomas TITLE: Vice President DATE: July 23 , 2015 I North Park Drainage Improvements/Lincoln 28 June 16, 2015 Project Number: 15-3006 EXHIBIT A INSURANCE REQU I REMENTS FOR CONSTRUCTION PROJECTS i Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum scope of Insurance Contractor shall obtain insurance of the types described below: 1 , Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 2-5'03-1 5. The City shall be named as an Additional Insured under the Con &cr's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20-1-G-1-1; pr a form deemed equivalent, providing the Additional I nsurei9s with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. North Park Drainage Improvements/Lincoln 29 June 16, 2015 Project Number: 15-3006 i EXH i B I `r A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the C ity. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. ►h/aiver of Subrogation i The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. North Park Drainage Improvements/Lincoln 30 June 16, 2015 Project Number: 15-3006 EXHIBIT A (Continued) G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. i J North Park Drainage Improvements/Lincoln 31 June 16, 2015 Project Number: 15-3006 Let lenw: liros IVUL1=aAI1u ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM�ODlYVYV) 7/231209 5 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 poltcy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). I, PRODUCER CONTACT Sharnel DI Vona NAME: Propel Insurance PHONE at253.310.4047 Falc,Ne: 866.577A326 NC,No,E Tacoma Commercial Insurance ADDRESS: skd@propelinsurance.com 1201 Pacific Ave, Suite 1000 INSURER(S)AFFORDING COVERAGE NAIC q Tacoma,WA 98402 INSURER A:Continental Western Ins.Co. 10804 INSURED INSURER B:AXIS Surplus Insurance Company 26620 Miles Resources LLC _ INSURER C: 400 Valley Ave NE INSURER D: Puyallup,WA 98372 INSURER E INSURER F: —._.._ -..... _. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITIONOF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR IADDLSUBR POLICY EFF POLICY EXP - LTR TYPE OFIN5URANCE 'INSR"WVDI POLICY NUMBER MMIDDNYYY (MMIDWVYYY) I LIMITS A GENERAL LIABILITY X X ICWP2865825 04/O1/2015iO4/01/2016EACHOCCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY PIAIEMISESOEeoccurrence $100000 CLAIMS-MADE uOCCUR MED EXP(Any one person)_. . $10,000 X PD Ded:$1,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X jRO� LOC _ $ A AUTOMOBILE LIABILITY X X CWP2865825 4/01/201504/01/201 COMBINED SINGLE LIMIT 9o000r000 (Eaaccident) . __.. X ANY AUTO BODILY INJURY)Per person) $ ALLOWNED - SCHEDULED BODILY INJURY(Per accidenl)I,$ AUTOS _ AUTOS X HIRED AUTOS X NON OWNEDPROPERTY DAMAGE _ -'$--- AUTOS Per accident $ I A X UMBRELLA LIAB X OCCUR X X CU2865826 4/01/2015 04/01/201 EACH OCCURRENCE $15,000000 EXCESS LIAe CLAIMS MADE AGGREGATE $15 00O 000 DED X RETENTION$n/a $ VICOTH WORKERS COMPENSATION TO Y LIMIATUTS FIR AND EMPLOYERS'LIABILITY WA SIOpGap: TORY I IMITS ER YIN A ANY PROPRIETORIPARTNERIEXECUTIVEI CWP2865825 4/01/2015 04/01/201 E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? LN N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF below E.L.DISEASE-POLICY LIMIT $1,000,000 B Contr Pollution X ESZ781387012014 5/29/2014 05/29/2016 $1,000,000/oce. &agg. A Installation Fltr IMC2982131 4/01/2015 04/01/2016 $100,000/$5,000 ded A Leased/Rented Eq. I I I IMC2982131 4/01/2015 04/01/201 $500 000/$5 000 ded DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: Project#15.3006/W. Cole St to W. Cloudy St. between 2nd Ave. N.and 3rd Ave. N. The City of Kent is additional Insured per the attached endorsement. CERTIFICATE HOLDER CANCELLATION Cityof Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE y I @ 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD This page has becn left blank intentionally. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED ® OWNERS, LESSEES, CONTRACTORS OR OTHERS ® COMPLETED OPERATIONS - AUTOMATIC, INCLUDING PRIMARY NON-CONTRIBUTORY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. SECTION II -WHO IS AN INSURED is amended to include as an additional insured any person(s) or organization(s) when you are obligated by virtue of a written contract or agreement that such person or organization(s) be added as an additional insured to your policy. Such person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused by "your work" for the additional insured and only to the extent that such "bodily injury", "property damage" or "personal and advertising injury" is caused by your negligence, or the negligence of those performing operations on your behalf, for that additional insured and included in the "products-completed operations hazard". This insurance does not apply to any additional insured scheduled on your policy by separate endorsement. B. LIMITS OF INSURANCE Limits of insurance for such additional insured are the limits in this coverage form or the limits you and such additional insured agreed to by virtue of a contract or agreement, whichever is less. These limits are inclusive of and are not in addition to the Limits Of Insurance shown in the Declarations. C. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply to "bodily injury", "property damage" or"personal and advertising injury" arising out of: 1. The rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: a. Providing engineering, architectural or surveying services to others in your capacity as an engineer, architect or surveyor; and b. Providing or hiring independent professionals to provide, engineering, architectural or surveying services in connection with construction work you perform. 2. Subject to paragraph 3. below, professional services include: a. Preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications; and b. Supervisory or inspection activities performed as part of any related architectural or engineering activities. i 3. Professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you or performed by or for the construction manager, its employees or its subcontractors in connection with your products-completed operations. D. PRIMARY NON-CONTRIBUTORY When required by virtue of a written contract or agreement, coverage provided to any additional insured by ADDITIONAL INSURED — OWNERS, LESSEES, CONTRACTORS OR OTHERS — COMPLETED OPERATIONS — AUTOMATIC, INCLUDING PRIMARY NON-CONTRIBUTORY will be on a primary basis and will not seek contribution from the additional insured's policy. CL CG 20 48 01 14 Includes Copyrighted material of Insurance Services Page 1 of 1 Office, Inc with its permission i This page has been left blank intentionally, - - i COMMERCIAL GENERAL LIABILITY CL CG 00 13 08 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GENERAL LIABILITY PLATINUM ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. MEDICAL PAYMENTS If SECTION I - COVERAGE C MEDICAL PAYMENTS is not otherwise excluded from this Coverage Part: 1. The Medical Expense Limit provided by this policy, subject to the terms of SECTION III - LIMITS OF INSURANCE, shall be the greater of: a. $10,000; or b. The Medical Expense Limit shown in the Declarations of this Coverage Part. B. FIRE, LIGHTNING, EXPLOSION, SMOKE AND SPRINKLER LEAKAGE DAMAGE TO PREMISES YOU RENT If damage to premises rented to you under Coverage A. is not otherwise excluded from this policy, the following applies: 1. The last paragraph of SECTION I - COVERAGE A.2. Exclusions is deleted and replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in SECTION III - LIMITS OF INSURANCE. 2. Paragraph 6. of SECTION III - LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. above, the greater of: a. $300,000; or b. the Damage To Premises Rented To You Limit shown in the Declarations; is the most we will pay under COVERAGE A for damages because of"property damage" to any one premises, while rented to you or temporarily occupied by you with the permission of the owner. 3. Paragraph 4.b.(1)(a)(ii) Other Insurance of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is deleted and replaced by the following: (ii) That is Fire, Lightning, Explosion, Smoke or Sprinkler Leakage insurance for premises rented to you or temporarily occupied by you with the permission of the owner; 4. Paragraph 9.a. of SECTION V- DEFINITIONS is deleted and replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; CL CG 00 13 08 13 Includes copyrighted material of Insurance services Page 1 of 6 Office,Inc.with its permission C. LIMITED NON-OWNED WATERCRAFT 1. Paragraph g.(2) of SECTION I - COVERAGE A.2. Exclusions is deleted and replaced by the following: A watercraft you do not own that is: a. Less than 51 feet long; and b. Not used to carry persons or property for a charge. D. SUPPLEMENTARY PAYMENTS SECTION I -SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is amended as follows: 1. The limit of insurance in paragraph 1.b. is increased from $250 to $2,500; and 2. The limit of insurance in paragraph 1.d. is increased from $250 to $500. E. AUTOMATIC ADDITIONAL INSURED - SPECIFIED RELATIONSHIPS - PRIMARY NON-CONTRIBUTORY The following is added to Paragraph 2. of SECTION II -WHO IS AN INSURED: e. Any person or organization described below, when you are obligated by virtue of a written contract or agreement that such person be added as an additional insured on your policy. When required by virtue of a written contract or agreement, coverage provided to any additional insured will be on a primary basis and will not seek contribution from the additional insured's policy. Only the following persons or organizations are additional insureds under this endorsement: (1) Managers Or Lessors Of Premises. The manager or lessor of a premise leased to you, but only with respect to liability arising from the ownership, maintenance or use of that part of the premises leased to you and subject to the following additional exclusions: This insurance does not apply to: (a) Any"occurrence" which takes place after you cease to be a tenant of that premises. (b) Structural alterations, new construction or demolition operations performed by or on behalf of the manager or lessor. (2) Lessor Of Leased Equipment. Any person or organization from whom you lease equipment, but only with respect to liability for "bodily injury', "property damage" or "personal and advertising injury' caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). However, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. (3) Vendors. Any person or organization, but only with respect to "bodily injury' or "property damage" arising out of "your products" shown in the Schedule which are distributed or sold in the regular course of the vendor's business, subject to the following additional exclusions: a. The insurance afforded the vendor does not apply to: 1. "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; 2. Any express warranty unauthorized by you; 3. Any physical or chemical change in the product made intentionally by the vendor; CL CIS 00 13 08 13 Includes copyrighted material of Insurance services Page 2 of 6 ICI Office, Inc.with its permission 4. Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; 5. Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; 6. Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; 7. Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. b. This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. (4) State Or Political Subdivision - Permits Or Authorizations Relating To Premises. Any state or political subdivision, subject to the following additional provision: This insurance applies only with respect to the following hazards for which the state or political subdivision has issued a permit in connection with premises you own, rent, or control and to which this insurance applies: (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar exposures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. Limits of insurance for such additional insured are the limits in this coverage form or the limits you and such additional insured agreed to by virtue of a contract or agreement, whichever is less. These limits are inclusive of and are not in addition to the Limits Of Insurance shown in the Declarations. j When required by virtue of a written contract or agreement, coverage provided to any additional insured AUTOMATIC ADDITIONAL INSURED - SPECIFIED RELATIONSHIPS - PRIMARY NON-CONTRIBUTORY will be on a primary basis and will not seek contribution from the additional insured's policy. F. BROADENED NAMED INSURED - NEWLY ACQUIRED 180 DAYS Paragraph 3. of SECTION II -WHO IS AN INSURED is deleted and replaced by the following: Any organization you newly acquire or form, other than a joint venture, and over which you maintain ownership or majority interest of more than 50% will be a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier. b. COVERAGE A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization. c. COVERAGE B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. G. AGGREGATE LIMITS OF INSURANCE The General Aggregate Limit under SECTION III - LIMITS OF INSURANCE applies separately to each of your: CL CG 00 13 08 13 Includes copyrighted material of Insurance services Page 3 of 6 Ii Office,Inc.with its permission i 1.VL Projects away from premises owned by or rented to you. 2. "Locations" owned by or rented to you. "Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. When paragraph B. Construction Project General Aggregate Limit on form CL CG 00 20 is a part of this policy, then paragraph G. Aggregate Limits of Insurance of this endorsement does not apply. H. KNOWLEDGE OF OCCURRENCE The following is added to paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of SECTION IV- COMMERCIAL GENERAL LIABILITY CONDITIONS: e. A report of an "occurrence", offense, claim or"suit"to: (1) You, if you are an individual, (2) A partner, if you are a partnership, (3) An executive officer, if you are a corporation, or (4) A manager, if you are a limited liability company; is considered knowledge and requires you to notify us of the "occurrence", offense, claim, or"suit" as soon as practicable. f. We are considered on notice of an "occurrence", offense, claim or "suit" that is reported to your Workers' Compensation insurer for an event which later develops into an "occurrence", offense, claim or "suit" for which there is coverage under this policy. However, we will only be considered on notice if you notify us as soon as you know the claim should be addressed by this policy rather than your Workers' Compensation policy. I. UNINTENTIONAL OMISSIONS The following is added to paragraph 6. Representations of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: d. If you unintentionally fail to disclose any exposures existing at the inception date of your policy, we will not deny coverage under this Coverage Part solely because of such failure to disclose. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. This provision does not apply to any known injury or damage which is excluded under any other provision of this policy. J. MENTAL ANGUISH Paragraph 3. of SECTION V- DEFINITIONS is deleted and replaced by the following: 3. "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish or death resulting from any of these at any time. K. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amended by the addition of the following: We waive any right of recovery we may have because of payments we make for "bodily injury" or "property damage" arising out of your ongoing operations or "your work" done under a contract requiring such waiver with that person or organization and included in the "products-completed operations hazard". However, our rights may only be waived prior to the "occurrence" giving rise to the injury or damage for which we make payment under this Coverage Part. The insured must do nothing after a loss to impair our rights. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce those rights. CL CG 00 13 08 13 Includes copyrighted material of Insurance services Page 4 of 6I' Office, Inc.with Its permission Paragraph K. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS does not apply if another waiver of transfer of rights of recovery against others is endorsed separately to this policy. L. OTHERINSURANCE When Coverage applies in this General Liability Enhancement Endorsement, no other coverage or limit of insurance in the policy applies to loss or damage insured by this coverage. M. NON-EMPLOYMENT DISCRIMINATION LIABILITY(DEFENSE WITHIN LIMITS) The following is added to paragraph 14. "Personal and advertising injury" SECTION V - DEFINITIONS of COMMERCIAL GENERAL LIABILITY COVERAGE FORM: h. Non-employment discrimination. Non-employment discrimination means violation of a person's civil rights with respect to such person's race, color, national origin, religion, gender, marital status, age, sexual orientation or preference, physical or mental condition, or any other protected class or characteristic established by any federal, state or local statutes, rules or regulations. Non-employment discrimination does not include violation of civil rights arising out of past, present or prospective employment. Our obligation under the Personal and Advertising Injury Liability Coverage to pay non- employment discrimination liability damages on your behalf applies only to the amount of damages in excess of$5,000 deductible as the result of any one offense regardless of the number of persons or organizations who sustain damages because of the offense. The most we will pay for all damages for non-employment discrimination is $15,000 annual aggregate. No other liability to pay sums or perform acts or services is covered. Supplemental Payments - Coverages A and B do not apply to non-employment discrimination coverage. N. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS OR OTHERS-AUTOMATIC, INCLUDING PRIMARY NON-CONTRIBUTORY 1. SECTION II -WHO IS AN INSURED is amended to include as an additional insured any person or organization for whom you are performing operations when you are obligated by virtue of a written contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to liability for"bodily injury", "property damage" or "personal and advertising injury" caused by your ongoing operations for the additional insured and only to the extent that such "bodily injury", "property damage" or "personal and advertising injury" is caused by your negligence or the negligence of those performing operations on your behalf. This insurance does not apply to "bodily injury", "property damage", "personal and advertising injury" included within the "products-completed operations hazard". This insurance does not apply to any additional insured scheduled on your policy by separate endorsement 2. Limits of Insurance Limits of insurance for such additional insured are the limits in this coverage form or the limits you and such additional insured agreed to by virtue of a contract or agreement, whichever is less. These limits are inclusive of and are not in addition to the Limits Of Insurance shown in the Declarations. 3. Exclusions I A. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of: 1. The rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: CL CG 00 13 08 13 Includes copyrighted material of Insurance services Page 5 of 6 Office, Inc. with its permission a. Providing engineering, architectural or surveying services to others in your capacity as an engineer, architect or surveyor; and b. Providing, or hiring independent professionals to provide, engineering, architectural or surveying services in connection with construction work you perform. 2. Subject to Paragraph 3. below, professional services include: a. Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications; and b. Supervisory or inspection activities performed as part of any related architectural or engineering activities. 3. Professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you or performed by or for the construction manager, its employees or its subcontractors in connection with your ongoing operations. B. "Bodily injury' or"property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 4. Primary Non-Contributory When required by virtue of a written contract or agreement, coverage provided to any additional insured by ADDITIONAL INSURED - OWNERS, LESSEES, CONTRACTORS OR OTHERS - ONGOING OPERATIONS - AUTOMATIC, INCLUDING PRIMARY NON CONTRIBUTORY will be on a primary basis and will not seek contribution from the additional insured's policy. CL CG 00 13 08 13 Includes copyrighted material of Insurance services Page 6 of 6 Office,Inc.with its permission Miles Resources LLC THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY COMMERCIAL AUTOMOBILE EXPANSION ENDORSEMENT - PLATINUM This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM The following provides a broad range of coverage in addition to that provided by the basic policy. In some instances, a higher limit or broader coverage is available. Should the policy indicate broader coverage or higher limits than provided by this endorsement, the higher limits or broader coverage shall apply. A. BROADENED NAMED INSURED (2) A person's or organization's status The Named Insured shown in the Declarations is as an additional insured exists only amended to Include: while you are performing operations for that additional insured. Any organization, other than a joint venture,over (3) Section 11, Paragraph C. Limits of which you maintain ownership or majority inter- Insurance for person or organization est of more than 50%, unless that organization added as additional insured are is an "insured" under any other automobile poli- those specified in the written con- cy or would be an "insured" under such a policy tract or agreement, or in this cover- but for the exhaustion of its Limit of Insurance, age form, whichever is less. These however; limits of insurance are inclusive of 1. Coverage under this provision is afforded and are not in addition to the Limits only until the 180th day after you acquire or of Insurance shown in the Declara- form the organization or the end of the policy tions. period, whichever is earlier. (4) This insurance applies on a primary 2. Coverage does not apply to"bodily injury"or and non-contributory basis if that is "property damage" that occurred before you required by the written contract or acquired or formed the organization. agreement. B. ADDITIONAL INSURED BY CONTRACT OR (5) This insurance does not apply un- AGREEMENT less the written contract or agree- The following is added to Section II - Liability ment has been executed prior to the "bodily injury"or"property damage", Coverage, Paragraph A.1.: d, Any person or organization for whom you C. ADDITIONAL INSURED-EMPLOYEES are performing operations if you and such The following is added to the Section It—Liability person or organization have agreed In writ- Coverage, Paragraph A.I. Who Is An Insured ing in a contract or agreement that such Provision, person or organization be added as an addi- Any "employee" of yours is an "Insured" while us- tional insured on your policy. Ing a covered "auto" you don't own, hire or borrow (1) Such person or organization is an In your business or your personal affairs. additional Insured only with respect D. EXTENDED COVERAGE- BAIL BONDS to liability for"bodily injury or"prop-erty damage": Section II — Liability Coverage, Paragraph er A.2.a.(2), Is deleted and replaced by the follow- (a) Caused by an "accident", and ing: (b) Resulting from the ownership, (2) Up to $5,000 for cost of bail bonds maintenance or use of a Gov- (including bonds for related traffic ered"auto". law violations) required because of an "accident" we cover. We do not have to furnish these bonds. CW 34 68 0112 Includes Copyrighted material of Insurance Services Page 1 of 5 Office, Inc.,with its permission E. EXTENDED COVERAGE - LOSS OF EARN- J. LEASED OR FINANCED "AUTOS" - PHYSI- ING CAL DAMAGE COVERAGE Section 11 - Liability Coverage, Paragraph The following is added to Section III - Physical A.2.a.(4) is deleted and replaced by the follow- Damage Coverage, Paragraph C. ing: 4. In the event of a total "loss" to a covered (4) All reasonable expenses incurred by "auto", we will pay any unpaid amount due the "insured" at our request, includ- on the lease or loan for a covered "auto", ing actual loss of earning up to$500 less: a day because of time off from work. a. The amount under the Physical Damage F. FELLOW EMPLOYEE COVERAGE Coverage section of the policy; and The Follow Employee Exclusion contained in b. Any: Section II -Liability Coverage dons not apply. (1) Overdue lease/loan payments at the This coverage is excess over any other collect- time of the "loss"; able Insurance. G. AUTO MEDICAL PAYMENTS COVERAGE - (2) Financial penalties imposed under a INCREASED LIMIT lease for excessive use, abnormal wear and tear or high mileage; If the "insured" is wearing a seat belt at the time (3) Security deposits not returned by an. "accident" occurs, the LIMIT OF INSUR- the lessor; ANCE for AUTOMOBILE MEDICAL PAYMENTS COVERAGE shown in the Declarations will be (4) Costs for extended warranties, double the limit shown. All other terms and con- Credit Life Insurance, Health, Acci- ditions applicable to MEDICAL PAYMENTS re- dent or Disability Insurance pur- maid unchanged. chased with the loan or lease; and H. COVERAGE EXTENSION AS A CONSE" (5) Carry-over balances from previous QUENCE OF THEFT OF AN "AUTO" loans or leases. 1. Transportation Expense K. GLASS DEDUCTIBLE Section III - Physical Damage Coverage, Section III - Physical Damage Coverage, Para- Paragraph AA.a. is deleted and replaced by graph D. is deleted and replaced by the follow- the following: ing: a. We will also pay up to $75 per day to a D. DEDUCTIBLE maximum of $2,500 for temporary transportation expense Incurred by you For each covered "auto" our obligation to because of the total theft of a covered pay for, repair, return or replace damaged or "auto" of the "private passenger type". stolen property will be reduced by the appli- We will pay only for those covered "au- cable deductible shown in the Declarations. tos" for which you carry either Compre- Any Comprehensive Coverage deductible hensive or Specified Causes of Loss shown in the Declarations does not apply to: Coverage. We will pay for temporary 1. "Loss"caused by fire or lightning;or transportation expenses incurred during the period beginning 48 hours after the 2. "Loss"when you elect to patch or repair theft and ending, regardless of the poli- glass rather than replace, cy's expiration,when the covered "auto" L. EXTENDED COVERAGE - ELECTRONIC is returned to use or we pay for its EQUIPMENT "loss". Paragraph G.2.a. Limits of Insurance of Section We will also pay reasonable and neces- II I-Physical Damage Coverage is deleted.: sary expenses to facilitate the return of the stolen "auto"to you. We will pay with respects to a covered"auto"for "loss" to antennas and other accessories neces" I. EXTENDED COVERAGE-AIRBAGS sary for use of the electronic equipment. How- Section III - Physical Damage Coverage, Para- ever, this does not include tapes, records or graph B.3.a. does not apply to the unintended discs, discharge of an airbag. Coverage Is excess over any other collectible insurance or warranty specifically designed to provide coverage. CW 34 fib 01 12 Includes Copyrighted material of Insurance Services Page 2 of 5 Office, Inc.,with its permission M. EXTENDED COVERAGE - PERSONAL EF- P. PHYSICAL DAMAGE COVERAGE - HIRED FECTS "AUTOS The following is added to Section III — Physical You may extend the Comprehensive, Specified Damage Coverage, Paragraph A.4.: Causes of Loss and Collision coverages provid- d. Physical Damage Coverage on a cov ed on your owned "autos" to any "auto" you ered "auto" may be extended to "loss' to lease, rent, hire or borrow from someone other your personal property or, if you are an than your employees or partners or members of individual, the personal property of a their households subject to the following: family member, that is in the covered 1. The most we will pay in any one "loss" is the "auto" at the time of"loss', least of $100,000, the actual cash value of e "loss" the"auto"or the cost to repair or replace the The most we will pay for any on under this coverage extension is "loss" "auto", except that such amount will be re- duced by a deductible to be determined as N. TOWING AND LABOR COVERAGE follows: Section III — Physical Damage Coverage, Para- a, The deductible shall be equal to the graph A.2. is deleted and replaced by the follow- amount of the highest deductible shown ing: for any owned "auto"of the same classi- If aprivate passenger type "auto" or light truck fication for that coverage. In the event "auto" (0-10,000 Lbs. GVW) is provided both there is no owned "auto" of the same classification, the highest deductible for Comprehensive and Collision Coverage, we will pay up to $150 for towing and labor costs in- any owned "auto"will apply for that cov- curred each time such "auto" Is disabled. If a erage. medium, heavy or extra-heavy truck or extra- b. No deductible will apply to"loss" caused heavy Truck-tractor "auto" (greater than 10,000 by fire or lightning. Lbs. GVW) is provided both Comprehensive and 2. Coverage provided under this extension will: Collision Coverage, we will pay up to $250 for towing and labor costs incurred each time such a. Be excess over any other collectible "auto" is disabled. However, the labor must be insurance; performed at the place of disablement. b. Pay, In addition to the limit set forth in 0. EXTENDED COVERAGE - CUSTOMIZED P.1, above, up to $500 per day, not to FURNISHINGS exceed$3,500 per"loss"for: The following is added to Section ill — Physical (1) Any costs or fees associated with Damage Coverage, Paragraph AA.: the"loss"to a hired "auto";and e. Physical Damage Coverage on a cov- (2) Loss of use, provided It is the con- ered "auto"may be extended to "loss'to sequence of an "accident" for which custom furnishings including, but not you are legally liable,and as a result limited to special carpeting and insula- of which a monetary loss is sus- tion, height-extending roofs, and custom tained by the leasing or rental con- murals, paintings, or other decals or corn, graphics, custom signage and custom non-factory paint. Q. RENTAL REIMBURSEMENT COVERAGE Our limit of liability for loss to custom We will pay for rental reimbursement expenses furnishings shall be the least of: incurred by you for the rental of an "auto" be. cause of"loss"to a covered "auto". (1) Actual cash value of the stolen or 1. payment applies in addition to the otherwise damaged property; applicable amount of each coverage you (2) Amount necessary to repair or re- have on the covered"auto". place the property;or 2. No deductible applies to this coverage. (3) $1,000 3, We will pay only for those expenses incurred This coverage extension does not apply during the policy period beginning 24 hours to electronic equipment. after the"loss"and ending, regardless of the expiration date of the policy, with the lesser of the following: CW 34 68 01 12 Includes Copyrighted material of Insurance Services Page 3 of 5 Office, Inc.,with its permission a. When the covered "auto" has been re- (b) Any"auto" used by that individual paired or replaced, or or his or her spouse while working in a business of selling, servicing, le. When the total amount paid under this repairing or parking"autos". coverage extension reaches $2,500. 2. Changes In Auto Medical Payments And 4. Our payment is limited to the lessor of the Uninsured And Underinsured Motorists following amounts: Coverages a. Necessary and actual expenses in- The following is added to Who Is An Insured: curred. Any individual named In R.1.a and his or her b. Not more than$75 per day. "family members" are "insured"while "occupy" 5, We will pay up to an additional $300 for the ng" or while a pedestrian when being struck reasonable and necessary expenses you in- by any"auto"you don't own except: cur to remove your materials and equipment Any "auto" owned by that individual or by any from the covered "auto" and replace such "family member". materials and equipment on the rental "au- 3. Changes In Physical Damage Coverage to". Any private passenger type "auto" you don't .6. This coverage does not apply while there own, hire or borrow is a covered"auto"while In are spare or reserve "autos"available to you the care, custody or control of any individual for your operations. named In R.1.a or his or her spouse while a 7. If"loss" results from the total theft of a cov- resident of the same household except: ered "auto" of the "private passenger type", a. Any "auto" owned by that Individual or by we will pay under this coverage only that any member of his or her household. amount of your rental reimbursement ex- penses which is not already provided for un- b, Any "auto" used that Individual his or her spouse whilea working in a business ess of der the Physical Damage Coverage Exten- selling, servicing, repalring or parking "au- sion. tos" R. DRIVE OTHER CAR COVERAGE 4. The most we will pay for the total of all dam- 1. Changes In Liabllity Coverage ages under LIABILITY COVERAGE, AUTO MEDICAL PAYMENTS, UNINSURED MO- a, Any"auto"you don't own, hire or borrow Is TORISTS COVERAGE and UNDERIN- a covered "auto" for Liability Coverage SURED MOTORISTS COVERAGE is the while being used by: LIMIT OF INSURANCE shown in the Decla- (1) You, if you are designated in the rations as applicable to owned "autos". Declarations as an individual; 5. Our obligation to pay for, repair, return or (2) Your partners or members, If you replace damaged or stolen property under are designated in the Declarations PHYSICAL DAMAGE COVERAGE, will be as a partnership or joint venture; reduced by a deductible equal to the amount of the largest deductible shown for any (3) Your members or managers, if you owned private passenger type "auto" appll- are designated in the Declarations cable to that coverage. If there are no as a limited liability company; owned private passenger type "autos", the (4) Your "executive officers", if you are deductible shall be $50 for Comprehensive designed in the Declarations as an Coverage and $100 for Collision Coverage. organization other than an individu- No deductible will apply to "loss" caused by at, partnership, joint venture or lim- fire or lightning. ited liability company; and E. Additional Definition (5) The spouse of any person named in As used In this section; R. DRIVE OTHER R.1.a.1. through R.1.a.(4) while a CAR COVERAGE: resident of the same household. "Family member" means a person related to except: the individual named In R.1.a by blood, mar- (a) Any"auto"owned by that Individu- rlage or adoption who Is a resident of the Indl- al or by any member of his or victual's household, Including a ward or foster her household. child CW 34 68 01 12 Includes Copyrighted material of Insurance Services Page 4 of 5 Office, Inc.,with its permission S. KNOWLEDGE OF OCCURRENCE T. WAIVER OF SUBROGATION BY CONTRACT The following is added to Section IV— Business OR AGREEMENT Auto Conditions, Paragraph A.2.: The following is added to Section IV - Business d. Notice of an "accident" or 'loss" will be Auto Conditions, Paragraph A.5.: considered knowledge of yours only if We waive any right of recovery we may have reported to you, if you are an individual, against any "insured" provided coverage under a partner, an executive officer or an em- this endorsement under B., ADDITIONAL IN- ployee designated by you to give us SURER BY CONTRACT OR AGREEMENT, but such notice. only as respects "loss" arising out of the opera- s. Notice of an "accident' or 'loss" to your tion, maintenance or use of a covered "auto" pursuant to the provisions or conditions of the Workers Compensation insurer, for an event which later develops into a claim written contract or agreement, for which there is coverage under this U. UNINTENTIONAL OMISSIONS policy, shall be considered notice to us, The following Is added Section IV - Business but only if we are notified as soon as Auto Conditions, Paragraph B.2.: you know that the claim should be ad- dressed by this policy, rather than your We will not deny coverage under this policy if Workers Compensation policy. you fail to disclose all hazards existing as of the f. Your rights under this policy shall not be inception date of the policy, provided such fail- prejudiced if you fall to give us notice of ure is not intentional. an "accident' or 'loss", solely due to V LIBERALIZATION your reasonable and documented belief If we revise this endorsement to provide greater that the event is not covered by this poi- coverage without additional premium charge, we Icy. will automatically provide the additional cover- The following is added to Section IV — Busi- age to all endorsement holders as of the day the ness Auto Conditions, Paragraph 2.b.: revision is effective in your state. (6) Knowledge of the receipt of docu- ments concerning a claim or "suit" will be considered knowledge of yours only if receipt of such docu- ments is known to you, if you are an individual, a partner, an executive officer or an employee designated by you to forward such documents to us, CW 34 68 01 12 Includes Copyrighted material of Insurance Services Page 5 of 5 Office, inc.,with its permission y i ,� w av m m C rn b .`"» �_ m �. p I W� i P `` it KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ...................................... 1-1 1-01 Definitions and Terms....................................................... 1-1 1-02 Bid Procedures and Conditions........................................... 1-2 1-03 Award and Execution of Contract........................................ 1 -5 1-04 Scope of the Work ............................... ........................... 1-6 1 -05 Control of Work ............................................................... 1-8. 1 -06 Control of Material ........................................................... 1 -17 1 -07 Legal Relations and Responsibilities to the Public................... 1-20 1-08 Prosecution and Progress .....,. ............................... 1-24 1-09 Measurement and Payment ............................................... 1 -29 1-10 Temporary Traffic Control ...............................................- 1-31 DIVISION 2 EARTHWORK........................................................... 2-1 2-02 Removal of Structures and Obstructions.............................. 2-1 2-03 Roadway Excavation and Embankment ............................... 2-2 2-06 Subgrade Preparation....................................................... 2-3 2-07 Watering .......................... ......... 2-3 DIVISION 4 BASES..................................................................... 4-1 4-04 Ballast and Crushed Surfacing ........................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS ............... 5-1 5-04 Hot Mix Asphalt ............................................................... 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS................ 7-1 7-04 Storm Sewers ................................................................. 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells....................... 7-3 7-08 General Pipe Installation Requirements ..............................1 7-5 DIVISION 8 MISCELLANEOUS CONSTRUCTION .......................... 8-1 8-01 Erosion Control and Water Pollution Control ......................... 8-1 8-02 Roadside Restoration........................................................ 8-4 DIVISION 9 MATERIALS............................................................. 9-1 9-03 Aggregates ..................................................................... 9-1 KENT STANDARD PLANS .................................................................. A-1 TRAFIC CONTROL PLANS ................................................................. A-2 i PREVAILING WAGE RATES............................................................... A-3 North Park Drainage Improvements/Lincoln June 16, 2015 Project Number: 15-3006 .3 KENT SPECIAL PROVISIONS The following Kent Special Provisions ("Kent Special Provisions") modify and supersede any conflicting provisions of the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. Each specification contains all current specifications applicable to the particular work and may include references which do not apply to this particular project. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: North Park Drainage Improvements/Lincoln 1 - 1 June 16, 2015 Project Number: 15-3006 1 . What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications, Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: I 1 . Standard Plans (M21 -01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3, American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1 -04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). North Park Drainage Improvements/Lincoln 1 - 2 June 16, 2015 Project Number! 15-3006 SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, five (5) copies of the plans and specifications. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at www,kentwa.gov/procurernent; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download documents through City's internet connection, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 /S SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required, The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized North Park Drainage Improvements/Lincoln 1 - 3 June 16, 2015 Project Number: 15-3006 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. i The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02,8(2) LOBBYING CERTIFICATION IS REVISED WITH THE FOLLOWING CLARIFICATION: THIS SECTION ONLY APPLIES TO FEDERAL- AID CONTRACTS. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02. 13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a, The bidder is not prequalified when so required. North Park Drainage Improvements/Lincoln 1 - 4 June 16, 2015 Project Number: 15-3006 SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3, The bidder is not qualified for the work or to the full extent of the bid, 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03. 1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH 1160 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required bylaw and Section 1-03.4 of the WSDOT Standard Specifications. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one working day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside North Park Drainage Improvements/Lincoln 1 - 5 June 16, 2015 Project Number: 15-3006 such areas and for any materials ordered before the contract is executed by the City. No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04. 1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1 (2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). North Park Drainage Improvements/Lincoln 1 - 6 June 16, 2015 Project Number: 1 5-3006 SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.7 IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-04.7 Differing Site Conditions (Changed Conditions) Upon written notification, the Engineer will investigate the conditions and if he/she determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any Work under the Contract, an adjustment will be made and the Contract modified in writing accordingly. No claim for loss of anticipated profits will be allowed when determining this adjustment. The Engineer will notify the Contractor of his/her determination whether or not an adjustment of the Contract is warranted. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations are part of the Project and must be properly permitted for that use. As a result, if appropriate permits for the selected staging and storage locations have not been obtained, the Contractor will obtain those permits before putting the site to its intended use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. It is the Contractor's sole responsibility to obtain all necessary permits/approvals to use private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the North Park Drainage Improvements/Lincoln 1 - 7 June 16, 2015 Project Number: 15-3006 property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary permits/approvals needed to use the property as the Contractor intends. Upon vacating the private property the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor choose not to use the City-provided staging and storage area, the Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, or paving. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes DIVISION 1 IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTIONS:. 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1 -05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1 -05.5(2) through 1 -05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1 -05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the North Park Drainage Improvements/Lincoln 1 - 8 June 16, 2015 Project Number: 15-3006 Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction, If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $150/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. North Park Drainage Improvements/Lincoln 1 - 9 June 16, 2015 Project Number: 15-3006 No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(3) Bridge, Structure and Retaining Wall Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. 1 . Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the City. Survey work shall be within the following tolerances: 1 . Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities, The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being fabricated. 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. North Park Drainage Improvements/Lincoln 1 - 10 June 16, 2015 Project Number: 15-3006 The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $150/hr for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1 . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer, 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure, After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment, North Park Drainage Improvements/Lincoln 1 - 11 June 16, 2015 Project Number: 15-3006 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required, 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults,junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults,junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $150/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may North Park Drainage Improvements/Lincoln 1 - 12 June 16, 2016 Project Number: 15-3006 i be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the contract, the Engineer may correct and remedy that work as may be identified in the written notice, by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. An emergency situation is any situation which, in the opinion of the Engineer, could be potentially unsafe if its remedy is delayed, or might cause serious risk of loss or damage to the public. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect casts shall include, without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed. Approximately sixty (60) calendar days prior to the one year North Park Drainage Improvements/Lincoln 1 - 13 June 16, 2015 Project Number: 15-3006 i anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. i SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-05.11 Final Inspection 1-05.11 (1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: 1 . The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remain to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. However, if after this inspection, the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, notify the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized j interruption, the work necessary to reach Substantial and Physical Completion, The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. This process shall be repeated until the Engineer establishes the Substantial Completion Date. 1-05.11 (2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and the Engineer agrees that the work is ready for Final Inspection, the Contractor, by written notice, shall request that the Engineer schedule a Final Inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a Final Inspection and the Engineer, if necessary, will notify the Contractor in writing of all North Park Drainage Improvements/Lincoln 1 - 14 June 16, 2015 Project Number: 15-3006 II particulars in which the Final Inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take all necessary corrective measures to remedy the listed deficiencies. The Contractor j shall allocate the necessary resources to pursue completion of all corrective work vigorously, diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take all necessary steps to correct those deficiencies and may deduct all costs incurred to correct the deficiencies from monies due or to become due the Contractor. Upon correction of all deficiencies, the Engineer will notify the Contractor, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11 (3) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. North Park Drainage Improvements/Lincoln 1 - 15 June 16, 2015 Project Number: 15-3006 The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.13 IS REVISED BY DELETING THE LAST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-05.13 Superintendents, Labor, and Equipment of Contractor Whenever the City evaluates the Contractor's qualifications pursuant to Section 1-02.1 the City may take these or other Contractor Y performance reports into account. Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. The project has elements that cross Puget Sound Energy Natural Gas facilities. The Contractor shall coordinate with Puget Sound Energy (their contact information is given in section 1-07.17 of these specifications) to ensure that these facilities have relocated way from project related work. The construction of the project will require work along a garbage collection route used by Republic Services. The Contractor shall coordinate with Republic Services to ensure that garbage collection occurs with minimal disruption. Republic Services can be contacted at 1 -425-646-2400. Details of known projects are as follows: North Park Drainage Improvements/Lincoln 1 - 16 June 16, 2015 Project Number: 15-3006 The City will be installing a new water main along Cloudy Street during the same time-period as the work in this project. The Contractor shall coordinate with the water main contractor as required by the Owner's Representative. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1 i06.6 Submittals 1-06.6(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1 , 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. North Park Drainage Improvements/Lincoln 1 - 17 June 16, 2015 Project Number: 15-3006 1-06.6(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1 -08.0) of the Kent Special Provisions. The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only, The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.6(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. North Park Drainage Improvements/Lincoln 1 - 18 June 16, 2015 Project Number: 15-3006 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. North Park Drainage Improvements/Lincoln 1 - 19 June 16, 2015 Project Number: 15-3006 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC SECTION 1-07. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.1 Laws to be Observed The Contractor shall always comply with all Federal, State, or local laws, codes, rules and regulations that affect work under the contract. The Contractor shall also be responsible for the safety of its workers and shall comply with all applicable safety and health standards and codes. In cases of conflict between different laws, codes, rules, or regulations, the most stringent law, code, rule, or regulation shall apply. The City will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120, For changes under RCW 39.04.120, the City will compensate the Contractor by negotiated change order as provided in Section 1-04.4. SECTION 1-07.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.2 State Taxes 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor shall contact the Washington State Department of Revenue for answers to questions in this area. The City will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the bid item prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The City will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The City may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed is related to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(2) State Sales Tax — Rule 171 WAC 458-20-171 , and its related rules apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a North Park Drainage Improvements/Lincoln 1 - 20 June 16, 2015 Project Number: 15-3006 part of the street or road drainage system and power lines when they are part of the roadway lighting system. For work performed in these cases, the Contractor shall include Washington State Retail Sales Tax in the various unit Bid Item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(3) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules apply to the construction and repair of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the State of Washington; water mains and their appurtenances; sewers and sewage disposal systems unless those sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of the street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not this personal property becomes a part of the realty by virtue of installation. For work performed in these cases, the Contractor shall collect from the City, retail sales tax on the full contract price. The City will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit Bid Item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The City will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid Item prices or in any other contract amount. 1-07.2(4) Services The Contractor shall not collect retail sales tax from the City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 224). SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.6 Permits and Licenses The City has obtained the following permits: None Contractor shall obtain, at its sole cost, all other permits required to complete this project. North Park Drainage Improvements/Lincoln 1 - 21 June 16, 2015 Project Number: 15-3006 A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract with the laws, ordinances, rules, regulations, and orders. SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. The City will not adjust the Contractor's bid in the event the State or Federal Government adjusts the prevailing wage rates after the Bid Opening Date. SECTION 1-07. 13(3) IS DELETED IN ITS ENTIRETY. 1-07.13(3) Relief of Responsibility for Damage by Public Traffic SECTION 1-07. 13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these repairs and the City may deduct these repair costs from monies due or to become due the Contractor. No payment will be made for delay or disruption of work. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the North Park Drainage Improvements/Lincoln 1 - 22 June 16, 2015 Project Number: 15-3006 Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19,122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Victor Novelo Bill Walker (253) 372-5363 (253) 288-7538 (206) 380-1007 (cell) Puget Sound Energy Verizon Anita Yurovchak Brad Landis (253) 476-6304 (425) 201-0901 (253) 381-6714 (cell) (425) 766-1740 (cell) North Park Drainage Improvements/Lincoln 1 - 23 June 16, 2015 Project Number: 15-3006 SECTION 1-07.18 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.18 Public Liability and Property Damage Insurance Refer to the insurance requirements in the project Contract, which constitute the Contractor's insurance requirements for this project. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to five copies of the Contract. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements, The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. North Park Drainage Improvements/Lincoln 1 - 24 June 16, 2015 Project Number: 15-3006 . After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control, 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 9-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time North Park Drainage Improvements/Lincoln 1 - 25 June 16, 2015 Project Number: 15-3006 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. 1 . If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded North Park Drainage Improvements/Lincoln 1 - 26 June 16, 2015 Project Number: 15-3006 by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General i The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. The original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. j SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended, for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) North Park Drainage Improvements/Lincoln 1 - 27 June 16, 2015 Project Number: 15-3006 i necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended, for an unreasonable period of time and such suspension, is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest, SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. SECTION 9-08.8 IS REVISED BY DELETING PARAGRAPHS 9 THROUGH 3 AND REPLACING THEM WITH THE FOLLOWING: 1-o8.8 Extensions of Time The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1- 05.1 . ITEM 9 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1 . Failure to obtain all materials and workers. North Park Drainage Improvements/Lincoln 1 - 28 June 16, 2015 Project Number: 15-3006I 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(9) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1 . Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6, Weighman's identification. 7, Contract number. 8. Unit of measure. 9. Legal gross weight in Remarks section. 10. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. SECTION 1-09.9 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. North Park Drainage Improvements/Lincoln 1 - 29 June 16, 2015 Project Number: 15-3006 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11 (3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09. 13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1 -09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction j of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution j process. North Park Drainage Improvements/Lincoln 1 - 30 June 16, 2015 Project Number: 15-3006 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-10.1 General The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City, The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. SECTION 1-10.2(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1 (800) 521-0778 or (206) 382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 (360) 297-3035 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.3(3)A Construction Signs Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1 -10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." North Park Drainage Improvements/Lincoln 1 - 31 June 16, 2015 Project Number: 15-3006 I SECTION 1-10.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION. - 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.S IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor". The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. North Park Drainage Improvements/Lincoln 1 - 32 June 16, 2015 Project Number: 15-3006 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1 . The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(3) of the WSDOT Standard Specifications. The unit contract price for "Type I I I Barricade" per each will be full pay for performing the work specified, including when required, furnishing, installing, cleaning, maintaining, and removing the warning lights. All labor required for relocating barricades to a new location in accordance with the plans, approved Traffic Control Plans (TCP's), or as ordered by the Engineer, or moving barricades to or from temporary storage, as approved by the Engineer, will be paid under the item "Traffic Control Labor". I North Park Drainage Improvements/Lincoln 1 - 33 June 16, 2015 Project Number: 15-3006 DIVISION 2 ® EARTFIWDRK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.5 IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness — 6 inches) x unit bid price =additional 6 inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: (8 — 6) x $26 0= $0.67/SY in addition to the unit price. No other compensation shall be allowed. North Park Drainage Improvements/Lincoln 2 - 1 June 16, 2015 Project Number: 15-3006 - The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: (Encountered thickness — 6 inches) x unit bid price _ additional 6 inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/1-F then its additional compensation for the extra thickness would be: (8 — 6) x $2600= $0,67/1-F in addition to the unit bid price. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C /S SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. North Park Drainage Improvements/Lincoln 2 - 2 June 16, 2015 Project Number: 15-3006 2-06 SUISGRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement i The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. lThe Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued, North Park Drainage Improvements/Lincoln 2 - 3 June 16, 2015 Project Number: 15-3006 DIVISION 4 ® BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BYADDING THE FOLLOWING: 4-04.3(g) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1 -1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. North Park Drainage Improvements/Lincoln 4 - 1 June 16, 2015 Project Number: 15-3006 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT MIX ASPHALT SECTION 5-04.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.1 Description Section 5-04 of the WSDOT Standard Specifications is modified per the WSDOT GSP "Hot Mix Asphalt" as included, except as modified herein. SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials Recycled materials such as Recycled Asphalt Pavement (R.A.P.) for the pavement sections shall not be allowed. SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, Class 1/2" in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9-02.4. If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. SECTION 5-04.3(8)A /S DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1 . Asphalt Cement and Gradation: Extraction tests shall be taken every 500± tons as determined by the Engineer or each day whichever is less. 2. The Engineer is not precluded from taking more tests above if deemed necessary. North Park Drainage Improvements/Lincoln 5 - 1 June 16, 2015 Project Number: 15-30D6 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing Asphalt concrete Class 1/2" shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of Class B asphalt concrete shall be 1-1/2 inch. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)8 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For Asphalt Concrete, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations, The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. North Park Drainage Improvements/Lincoln 5 - 2 June 16, 2015I�! Project Number: 15-3006 Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). HMA Class 3/8 inch PG 64-22 preleveling mix shall be compacted to 92 percent of the maximum density. In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: i 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking thejoint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price per ton for "HMA for Full Width Overlay Class 1/2", PG 64-22" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for the full-width overlay at the locations shown on the plans, as specified herein and as directed by the Engineer. This work shall include the cost to install an asphalt thickened edge in the areas North Park Drainage Improvements/Lincoln 5 - 3 June 16, 2015 Project Number: 15-3006 identified on the plans, The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction i North Park Drainage Improvements/Lincoln 5 - 4 June 16, 2015 Project Number: 15-3006 DIVISION 7 ® DRAINAGE STRUCTURES STORM SEWERS. SANITARY SEWERSx WATER MAIMS AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING. 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04,3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. 7-04.3(1)H Low Clearance Crossings Where storm sewers and related piping cross another utility with 6 inches or less clearance, a pipe spacer shall be placed at the crossing, and the crossing shall be surrounded in at 6 inches of sand. North Park Drainage Improvements/Lincoln 7 - 1 June 16, 2015 Project Number: 15-3006 7-04.3(1) 1 Storm Sewer Stubout Where identified on the plans, storm sewer stubouts shall be constructed to the limits of right-of-way. Stub-outs shall be 8-feet in length on average, typically varying between 5 feet and 11 feet long. If the Contractor anticipates longer storm sewer stubouts, the Contractor Shall notify the Owner's Representative in writing, prior to construction. The stubouts shall be constructed per the detail shown in the plans. The stubouts shall be connected to the drain pipe by means of tee fittings and shall not be connected by tapping saddle, The stubout shall be capped and identified with a length of utility tracer tape at the property line. Prior to construction, the Contractor and Owner's Representative will coordinate with adjacent property holder to identify the preferred location of the storm sewer service connection to their properties, Where possible the stubout shall be installed at the preferred location. The final location of each stubout shall be noted in the record drawings. SECTION 7-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.4 Measurement Storm Sewer Stubouts shall be measured per each. SECTION 7-04.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-04.5 Payment The unit contract price per lineal foot for "Storm Sewer Pipe, 12 Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. This work will also include pipe spacers and sand for pipe crossings with less than 6 inches of clearance. The unit contract price per each for "Storm Sewer Stubout" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the Stubout as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, fittings, placing tracer tape, backfilling; compacting; surface restoration; referencing for future locates prior to North Park Drainage Improvements/Lincoln 7 - 2 June 16, 2015 Project Number: 15-3006 final overlay. This work will also include pipe spacers and sand for pipe crossings with less than 6 inches of clearance. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1 -48 inch, 54 inch, and 60 inch manholes shall be 5 feet, Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type I I and I I I CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: 4-3 Standard Manhole Frame and Locking Cover Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. North Park Drainage Improvements/Lincoln 7 - 3 June 16, 2015 Project Number: 15-3006 PVC pipe adaptors shall be KOR-IN-SEAL type flexjoints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-05.3(5) Manhole Installation on Existing Sewer The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractor's sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. 7-05.3(6) Storm Drain Stenciling The pavement adjacent to all catch basins and inlets within the project limits shall be marked with a standard pollution prevention thermoplastic form such as the example following: No DUMPING ! DRAINS To STREAM The wording shall be placed so that it can be read from the sidewalk or shoulder of the road. Contractor is responsible for purchase and installation of the thermoplastic material. SECTION 7-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-06.4 Measurement Solid Locking Catch Basin Frame and Cover and Vaned Catch Basin Frame and Grate, will be measured per each. North Park Drainage Improvements/Lincoln 7 - 4 June 16, 2015 Project Number: 15-3006 SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Catch Basin Type 1" "Catch Basin, Type 2 48 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. "Solid Locking Catch Basin Frame and Cover" "Vaned Catch Basin Frame and Grate" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Thermoplastic Storm Drain Stenciling" constitutes complete compensation for furnishing all labor, tools, equipment, supplies and materials necessary or incidental to the installation of the thermoplastic storm drain pollution markers and other work as specified. Also see Section 7-05.3(6) and 8-22 of the Kent Special Provisions. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials �I All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: North Park Drainage Improvements/Lincoln 7 - 5 June 16, 2015 Project Number: 15-3006 Hot Mix Asphalt ............................... 5-04.2 Cement Concrete Pavement .............. 5-05.2 Culverts ......................................... 7-02.2 Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Sanitary Sewer................................ 7-17.2 Side Sewers .................................... 7-18.2 Crushed Surfacing ........................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding.. 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and 11 ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1 . Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. North Park Drainage Improvements/Lincoln 7 - 6 June 16, 2016 Project Number: 15-3006 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or I I meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02,3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08,3(2)B IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be North Park Drainage Improvements/Lincoln 7 - 7 June 16, 2015 Project Number: 15-3006 obtained, the Contractor shall install a 2-inch thick 1 -2 PSF styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter, It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. I All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent), SECTION 7-08.3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 7-08.3(2)J Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. North Park Drainage Improvements/Lincoln 7 - S June 16, 2016 Project Number: 15-3006 I, SECTION 7-08,3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(5) street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed, Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility Prior to paving. North Park Drainage Improvements/Lincoln 7 - 9 June 16, 2015 Project Number: 15-3006 it SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLAC►NG WITH THE FOLLOWING: 7-08.4 Measurement I Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED BYADDING THE FOLLOWING. 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for "Bank Run Gravel for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. i i North Park Drainage Improvements/Lincoln 7 - 10 June 16, 2015 Project Number: 15-3006 i i DIVISION S - MISCELLANEOUS CONSTRUCT I ON 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials I Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01 .3(2)B and 9-14.2 Fertilizer ...............................8-01 .3(2)B and 9-14.3 Mulch and Amendments ..........8-01 .3(2)D and 9-14.4 Tackifier ...............................8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. North Park Drainage Improvements/Lincoln 8 - 1 June 16, 2015 Project Number: 15-3006 I� The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A /S SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1 . Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1 . WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants prohibited North Park Drainage Improvements/Lincoln 8 - 2 June 16, 2015 Project Number: 15-3006 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. North Park Drainage Improvements/Lincoln 8 - 3 June 16, 2015 Project Number: 15-3006 Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION B-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01 .3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADS I DE RESTORAT I ON SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. North Park Drainage Improvements/Lincoln 8 - 4 June 16, 2015 Project Number: 15-3006 DIVISION 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% j 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. SECTION 9-03. 14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply, North Park Drainage Improvements/Lincoln 9 - 1 June 16, 2015 Project Number: 15-3006 I � � � ( ' ENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. STORM 5-2 Catch Basin Type 11 5-3 Misc. Details for Drainage Structures 5-4 18" x 24" Catch Basin Frame 5-5 18" x 24" Vaned Grate 5-30 Sample TESC Site Plan 1 Acre and Smaller STREET 6-14 Alley i I i i it I North Park Drainage Improvements/Lincoln 9 - 1 June 16, 2015 Project Number: 15-3006 F N m J JO v R C Z� f vOZ O � wZ� G¢�¢O WJIJ GW 'iN �QJ.y OJ WriO wo• O ou [[Oa111 ¢2'W ^ m wFx- p' o, m .z. OMUw O3d¢ gKz0Q } zm0 0 o N N M M M M ozp� 5 a ova omad m a© U W in O G� H z l7 a a 3 w M U X N m rm'f v v�i b z U Ll O w w Q a V UN� = as 'I f a � GG o O ~ z w o o - '::'::•: O N 33: MAX.Iu ® l�/IUI _ � 12" � ¢ ww u •W p V O m 1"MIN. JQa z p oo 4 ¢Q1 MIN. ao 2.5" MAX. . Z N M M d' t0 w•••• �� s Ng *oo u z w MAX,X ^ w a 24"MIN.;. c7 W m v v m a a 28" MAX. '/ w zO J U'LD w I "B" 12'- 0"MAX. (FOR MAINTENANCE) lD z I} { o u O1 N O Z W 4 W d O O O O O O V I ~O J m W O W m C M m O m aLL p Zzcp ww3m oa pp � �¢ wN WFU ZF U U p W O ozY m m m N iv N ',,.. a Y aZ � Z Q .. 4 OHw- z ~ � ~ a ¢ m aQa o � w � a � 5 O Q Z w Z m U 2 O J G J U J S m = D W F¢G U j > 6rZ. O M S �u ~ Q 2 U rNi i O N W O N V U Z O M N 1- u z J o 3 N U m a O w mZ. pw0 GjZ wj W a 6 wmE Z7 f Y Gn g ¢ G z ¢ u� Q EO ,°. .z. z wo3_� ¢ O za a dui w wU C) uu w � umCO G .. Oa of o � z z w ¢ is ZFSU zoo �n � w z - - - G 3 n N N m Q � N ¢ ¢ � � wwf ii Kow Uw 0 0 � OJWJ a� 0 om � 5 x UJ m iZi U V N p 3 N N z a 0 m Z W m V O H Z_ LL W O M W O w ErMrw OJF � J OOF � � 3w3a SK W 1- ~ Jp � to mo3d ' M,o op o � G, wGo azo w z P., - - - Z = w � o W w � m w V � wm z mw LL <n0 ¢ Y `� in io m m w ¢ mmo ¢ ¢ ate i � zz 'Q � a � w � ¢ .u. z pl U ¢ OG 22 x .. NN Y U' OoN am 2 wE Fx- z Ifi b x Z aH Q - U ma m � v`ti � I� W OOi NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT Sk AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE QSEp �I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WAS ry THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. so CITY KENT � ENGINEERING DEPARTMENT v KENT CATCH BASIN TYPE II A R A2�1n493 �,\Q \ w... .. poIF��NAL C^\G\\�� DRAWNDESIGN au BBH SCALE NONE SANDARD PAN `\V \ CHECKED DATE G_2 waNm J L APPROVED September 7OD9 #6 BARS @ 7"CENTERS BOTTOM FACE WITH 20"x 24",OR \ 1� 1"MIN. COVER 3S 30� 24" DIAM. I \ 2 R TYP. Il �/> / 5 S• oRrz„ 20" —{ 2"TYP. ONE#3 BAR HOOP FOR 6" TWO #3 BAR HOOPS FOR 12" AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING r A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE 96"TOP SLAB L 1" MIN. USED FOR ADJUSTMENT SECTIONS. 2 1/2" MAX. RECTANGULAR ADJUSTMENT SECTION I 20"x 24",OR #5 BARS @ 6"CENTERS 24"DIAM. 34" BOTTOM FACE WITH 1" MIN. COVER ;2"CLR TYP. ONE#3 1y , 20"I 2"TYP. BAR HOOP 411 S.. . . . . .' CIRCULAR ADJUSTMENT SECTION 72"TOP SLAB I" MIN. / 1 \ \ 2 1/2" MAX. / \ 20"x 24",OR 24" DIAM. \ \ #4 BARS @ 6"CENTERS \� BOTTOM FACE WITH 2":CCLR. �� I" MIN.COVER I 2'MIN. TYP. l 1 2"TYP. TYPICAL ORIENTATION r FOR ACCESS AND STEPS 48"&54" TOP SLAB NOTES: 1, SLAB OPENING SHALL BE 24"X 20" NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FOR RECTANGULAR AND 24" OSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DIAMETER FOR ROUND. S `I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ,1.� op WA �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 2. SEE STANDARD PLAN 4-5 FOR STEP, O� ti� x co p CITY OF KENT LADDER AND GRADE RING. + ti Z ENOINEERINO DEPARTMENT 3.ONLY ONE STYLE OF CATCH BASIN * T MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH -0 ,P 21493 O Q- WASH INGTO• STRUCTURES BASIN. DO NOT MIX STYLES. �0,� FOISTER� ��' DESIGNED oWH FONAL EN SCALE NONE STANDAftO PAN DRAWN BB CHECKED DATE C 2 w N. J J APPROVED September 2009 5/8"-11 UNC-2B HOLE (2 PLCS.TYP.) A A y m 3/8" TYP. w 3/4" TOP VIEW 18" 7/8"TYP. 1 5/8"TYP, MIN. 1" 4 1/2" �---- 16 3/4" 17 3/4" 25" SECTION A-A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY. (PER ASTM A48 CL30 H-20 LOADING). 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSEPZ,. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 5 1Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASy THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. c� `o CITY OF KENT y /� ENGINEERING DEPARTMENT KENT 18"x 24" oP HF 21493REo �� W....... . CATCH BASIN FRAME GISTEOFF G�� DESIGNED DWH SCALE NONE STANDARD PUN 0 4 EN DRAWN ea CHECKED DATE mmxm J `f APPROVED September 2009 1 13/8" ! M 5x � T IITII � I(I�II � I� I� 17 3/4" 1 5/8" TOP VIEW END VIEW 23 3/4" 1 3/8" 0 u, 1 1/4" 1/8x R N 1 5/8" 1/2"INSET HEX SOCKET �-- 15/16" 2 3/4" 2 3/4" �8� 5/16" R. I PARTING LINE '^ FRONT VIEW VANE DETAIL N NOTES: 11/4 � �3/4" 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 5/8"-11 UNC-2A STAINLESS STEEL 2, PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLEN TYPE SECURING BOLT BOLTS COUNTER SUNK FLUSH WITH COVER. T } 2 3 GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", � ,;, "OUTLET TO STREAM". I I 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED --�-I F�1/2" UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS. 5. DUCTILE IRON ASTMA-536 GRADE 80-55-06 H-20 RATED. SLOT DETAIL 6. GRATE SHALL BE LOCKING, SLOT FORMED AND RECESSED FOR 5/8"- 11 NC x 2" S.S. SOCKET HEAD(ALLEN HEAD)CAP SCREW. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �SEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S iZ ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. v ` CITY OF KENT y �� ENGINEERING DEPARTMENT tz7 " �KENT t a" x 24 10 ,R 21493 O w..x,"=. " VANED GRATE PO1.n F 75T�(�G\\V� pE51GNED DWH SCALE NONE SANDARD PW C Jn,_r�NAL !,P' \ DRAWN ee CHECKED DATE wax m J J APPROVED SepLembei 2009 CLEARING LIMITS: PRIOR TO ANY SITE CLEARING OR GRADING,THOSE AREAS THAT ARE TO REMAIN UNDISTURBED DURING PROJECT CONSTRUCTION SHALL BE DELINEATED, MEASURES TO USE: IN MOST CIRCUMSTANCES, MARK CLEARING LIMITS BY DELINEATING THE SITE WITH A CONTINUOUS LENGTH OF ORANGE BARRIER FENCE. OF SF OF CONSTRUCTION ENTRANCE-SEE CE KSWDM OF/ fw f6a v EXISTING OF !/ is EXISTING DITCH SEDIM�4T TRAP OF % SF / CD �,.'� / x IS '.. INTERCEPTOR DITCH IN CRITICAL AREAS, CATCH BASIN W/ROCK CHECK DAMS SEE INSTALL A SILT FENCE IN STANDARD PLAN 5-33 THE SEDIMENT BASIN. SEDIMENT BASIN OUTLET LEGEND: STRUCTURE AND DAM-SEE ° OP STANDARD PLAN 5-32 LABEL TESC FEATURE NOTES: IS INTERCEPTOR SWALE OR DITCH 1, THIS IS A SAMPLE PLAN ONLY,INTENDING TO SHOW HOW TESC ST SEDIMENT TRAP FEATURES MAY BE SHOWN ON A SITE PLAN.INDIVIDUAL PROJECT CD CHECK DAM TESC PLANS SHOULD BE LAID OUT TO MEET PROJECT SPECIAL REQUIREMENTS. CE STABILIZED CONSTRUCTION 2. TESC FEATURES ARE SHOWN IN THESE STD PLANS(5-29,5-32, 5-34) ENTRANCE AND THE KSWDM. SF SILT FENCE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OP OUTLET PROTECTION Os�,pt� AN ELECTRONIC DUPLICATE,THE ORIGINAL, SIGNED BY THE OF ORANGE BARRIER S iZ ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT FENCE ,h�' of WQS/Y/41 �.q, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. O yQ� CITY cz ENGINEERING KENT DEPARTMENT N �� KENT SAMPLE TESC SITE PLAN .0 H 21493 a lz�'- w... N..e. 1 ACRE AND SMALLER �0F FGISTERE DESIGNED OWH SCALE NONE STANDARD PLAN TONAL ECG DRAWN BB CHECKED DATE 5-30 MNEE APPROVED c,-ixernbei 20C9 N U F N O � G W w w� i Gw as i w o3: 0 z � 3NIl M/U N O I O 1+1 N O N 0 N 3NIl MM i z z NF `z" G S W w 1 w N w K K w w N W N W (l) N V) N VI Q O g 0 2 w N UU F UU DUI to K G� O g 0 z O m m U O U U U w = Y w w >N n m S(0)SEP NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT of WASy/ AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT nv i 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT Ago �Fc sTER��21493 ALLEY w... `TONAL DESIGNED DWH SCAlE NONE STANDARD PUN DRAwN ee CHECKED DATE 6—1 4 miu m APPROVED I .Sentember 2OO9 I ' ffi I ', II � I fi f � IL I . I North Park Drainage Improvements/Lincoln A - 2 June 16, 2015 Project Number: 15-3006 I LEGEND SIGN LOCATION r i. (TEMPORARY MOUNT) FLAGGER LOCATION TEMPORARY TRAFFIC " CONTROL DEVICE (CONES) ;CFITD. f-OZM-` =�d715 .�� i 4;( rtit.r ! I r _ i ✓ i Al vz `�4 j v. i t it 111it ' t rl.. I 3 I l { i n 'Jet, \., i 0 I ALLEY I j it%-� I'r _ W20-7A ,wom ALL USE EXIREMIE vGAUiION �� I I -W A,'-ITJ eE"^ wrU r .r,. tr�n� , To SIW W ROAD W20-J a .'-' WORK onunoR r AWAD_ ",'STEEL PLATES �1 ;'W20-1 'e AHEAD ,` i \:. z O I � f I I s NORTH PARK STORM IMPROVEMENTS CITY OF DENT SCALE ws EzweR I I I ENGINEERING DEPARTMENT DATE June 2915 FLAG _ I I , -- I F t P LEGEND J; h l hJ rt I { A. PROTECTIVE/WORK VEHICLE;; TYPE 3 BARRICADE , , 4 la5 V I r�.�.t ^:, -_—a _.._._ _------- --- ---.-.. RESIDENTIAL STREET I I I i , xow KO ago am � oa _ io i Txnu TRunc ! RIt-2 R11 a I T'. 1 aons ` ' j `-USE EXTRMLE j 'GAU110N 'STEEL PLATES >rt At 71 AHEAD,,', P i j I I I I ' I I j I NORTH PARK STORM IMPROVEMENTS I I ' WM10111q 0i0N - ' IXHIRR } CITY OF VENT SCALE Hs__ ` �p RR ENGINEERING DEPARTMENT DATE June 20I5_ CLOJEU f i L I f ' L I I North Park Drainage Improvements/Lincoln A - 3 June 16, 2015 III Project Number: 15-3006 Page 1 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 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. Journey Level Prevailing Wage Rates for the Effective Date: 07/07/2015 Countv Trade Job Classification Wade HolidayOvertimeNote King Asbestos Abatement Workers Journey Level $42.67 5D 1H King Boilermakers Journey Level $64.29 5N 1C King Brick Mason Brick And Block Finisher $44.46 5A 1M King Brick Mason Journey Level $51.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $51.32 5A 1M King Building Service Employees Janitor $21.29 5S 2F King Building Service Employees Traveling Waxer/Shampooer $21.70 5S 2F King Building Service Employees Window Cleaner (Non- $24.94 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $25.80 5S 2F King Cabinet Makers (in Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $52.32 5D 4C King Carpenters Bridge, Dock And Wharf $52.32 5D 4C Carpenters King Carpenters Carpenter $52.32 5D 4C King Carpenters Carpenters on Stationary Tools $52.45 5D 4C King Carpenters Creosoted Material $52.42 5D 4C King Carpenters Floor Finisher $52.32 5D 4C King Carpenters Floor Layer $52.32 5D 4C King Carpenters Scaffold Erector $52.32 5D 4C King Cement Masons Journey Level $52.38 7A 1M King Divers Ft Tenders Diver $105.37 5D 4C 8A King Divers rx Tenders Diver On Standby $59.50 5D 4C King Divers Ft Tenders Diver Tender $54.82 5D 4C King Divers is Tenders Surface Rcv a Rov Operator $54.82 5D 4C King Divers 8 Tenders Surface Rcv & Rov Operator $51.07 5A 4C Tender King Dredge Workers Assistant Engineer $54.75 5D 3F King Dredge Workers Assistant Mate (Deckhand) $54.33 5D 3F King Dredge Workers Boatmen $54.75 5D 3F Page 2 of 17 King Dredge Workers Engineer Welder $55.791 5D 3F King Dredge Workers Leverman, Hydraulic $56.92 5D 3F King Dredge Workers Mates $54.75 5D 3F King Dredge Workers Oiler $54.33 5D 3F King Drywall Applicator Journey Level $52.32 5D 1 H King Drywall Tapers Journey Level $52.37 5P 1 E King Electrical Fixture Maintenance Journey Level $26.59 5L 1E Workers King Electricians - Inside Cable Splicer $66.76 7C 4E King Electricians - Inside Cable Splicer (tunnel) $71.67 7C 4E King Electricians - Inside Certified Welder $64.54 7C 4E King Electricians - Inside Certified Welder (tunnel) $69.22 7C 4E King Electricians - Inside Construction Stock Person $37.19 7C 4E King Electricians - Inside Journey Level $62.30 7C 4E King Electricians - Inside Journey Level (tunnel) $66.76 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 'King Electricians - Powerline Cable Splicer $69.95 5A 4D Construction King Electricians - Powerline Certified Line Welder $63.97 5A 4D Construction King Electricians - Powerline Groundperson $43.62 5A 4D Construction King Electricians - Powertine Heavy Line Equipment $63.97 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $63.97 5A 4D Construction King Electricians - Powerline Line Equipment Operator $53.81 5A 4D Construction King Electricians - Powerline Pole Sprayer $63.97 5A 4D Construction King Electricians - Powerline Powderperson $47.55 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $82.67 7D 4A King Elevator Constructors Mechanic In Charge $89.40 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $15.90 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Etaggers Journey Level $36.171 7A 31 King Glaziers Journey Level $54.911 7L 1Y King Heat It Frost Insulators And Journeyman $61.18 5.1 1S Asbestos Workers _ King Heating Equipment Mechanics Journey Level $70.37 7F 1E King Hod Carriers li Mason Tenders Journey Level $44.00 7A 31 King Industrial Power Vacuum Journey Level $9.47 1 Cleaner 'King Inland Boatmen Boat Operator $54.57 5B 1K i Page 3 of 17 King Inland Boatmen Cook $50.951 5B 1K King Inland Boatmen Deckhand $51.19 5B 1K King Inland Boatmen Deckhand Engineer $52.18 5B 1K King Inland Boatmen Launch Operator $53.40 5B 1K King Inland Boatmen Mate $53.40 5B 1K King Inspection/Cleaninq/Sealing Cleaner Operator, Foamer $31.49 1 Of Sewer Ft Water Systems By Operator Remote Control King Inspection/Cleanfi q/Sealing Grout Truck Operator $11.48 1 Of Sewer Et Water Systems BV Remote Control King Inspection/Cleaning/Sealinq Head Operator $24.91 1 Of Sewer 8 Water Systems By Remote Control King Inspection/Cleaning/Sealinq Technician $19.33 1 Of Sewer &Water Systems By Remote Control King Inspection/Cleaning/Sealing Tv Truck Operator $20.45 1 Of Sewer ft Water Systems By Remote Control King Insulation Applicators Journey Level $52.321 SD 4C King Ironworkers Journeyman $61.62 7N 10 King Laborers Air, Gas Or Electric Vibrating $42.67 7A 31 Screed King Laborers Airtrac Drill Operator $44.00 YA 31 King Laborers Ballast Regular Machine $42.67 ZA 31 King Laborers Batch Weighman $36.17 7A 31 King Laborers Brick Pavers $42.671 7A 31 King Laborers Brush Cutter $42.67 7A 31 — King Laborers Brush Hog Feeder $42.67 7A 31 King Laborers Burner $42.67 7A 31 King Laborers Caisson Worker $44.00 7A 31 King Laborers Carpenter Tender $42.67 7A 31 King Laborers Caulker $42,67 7A 31 King Laborers Cement Dumper-paving $43.46 7A 31 King Laborers Cement Finisher Tender $42.67 7A 31 King Laborers Change House Or Dry Shack $42.67 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $42.67 7A 31 King Laborers Chipping Gun(30 Lbs. And $43.46 7A 31 Over) King Laborers Choker Setter $42.671 7A 31 King Laborers Chuck Tender $42.671 7A 31 King Laborers Clary Power Spreader $43.461 7A 31 King Laborers Clean-up Laborer $42.67 7A 31 King Laborers; Concrete Dumper/chute $43.46 7A 31 Operator King Laborers Concrete Form Stripper $42.67 7A 31 King Laborers Concrete Placement Crew $43.46 7A 31 Page 4 of 17 King Laborers Concrete Saw Operator/core $43.46 7A 31 Driller King Laborers Crusher Feeder $36.17 7A 31 King Laborers Curing Laborer $42.67 7A 31 King Laborers Demolition: Wrecking 8 $42.67 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $42.67 7A 31 King Laborers Diver $44.001 7A 31 King Laborers Drill Operator $43.46 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $42.67 7A 31 King Laborers Dump Person $42.67 7A 31 King Laborers Epoxy Technician $42.67 7A 31 King Laborers Erosion Control Worker $42.67 7A 31 King Laborers Faller & Bucker Chain Saw $43.461 7A 31 King Laborers Fine Graders $42.67 7A 31 King Laborers Firewatch $36.17 7A 31 King Laborers Form Setter $42.67 7A 31 King Laborers Gabian Basket Builders $42.67 7A 31 King Laborers General Laborer $42.67 7A 31 King Laborers Grade Checker Ft Transit $44.00 7A 31 Person King Laborers Grinders $42.67j 7A 31 King Laborers Grout Machine Tender $42.67 7A 31 King Laborers Groutmen (pressure)including $43.46 7A 31 Post Tension Beams King Laborers Guardrail Erector $42.67 7A 31 King Laborers Hazardous Waste Worker $44.00 7A 31 (level A) King Laborers Hazardous Waste Worker $43.46 7A 31 (level B) King Laborers Hazardous Waste Worker $42.67 7A 31 (level C) King Laborers High Scaler $44.00 7A 31 King Laborers Jackhammer $43.46 7A 31 King Laborers Laserbeam Operator $43.46 7A 31 King Laborers Maintenance Person $42.67 ZA 31 King Laborers Manhole Builder-mudman $43.461 7A 31 j King Laborers Material Yard Person $42.67 7A 3I King Laborers Motorman-dinky Locomotive $43.46 7A 31 King Laborers Nozzleman (concrete Pump, $43.46 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete it Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker 1 $43.461 7A 31 Page 5 of 17 King Laborers Pilot Car $36.17 7A 31 King Laborers Pipe Layer Lead $44.00 7A 31 King Laborers Pipe Layer/tailor $43.46 7A 31 King Laborers Pipe Pot Tender $43.46 7A 31 King Laborers Pipe Reliner $43.46 7A 31 _ King Laborers Pipe Wrapper $43.461 7A 31 King Laborers Pot Tender $42.67 7A 31 King Laborers Powderman $44.00 7A 31 King Laborers Powderman's Helper $42.67 7A 31 King Laborers Power Jacks $43.46 7A 31 King Laborers Railroad Spike Puller - Power $43.46 7A 31 i King Laborers Raker - Asphalt $44.00 7A 31 King Laborers Re-timberman $44.00 7A 31 King Laborers Remote Equipment Operator $43.46 7A 31 King Laborers Rigger/signal Person $43.46 7A 31 King Laborers Rip Rap Person $42.67 7A 31 King Laborers Rivet Buster $43.46 7A 31 King Laborers Rodder $43.46 ZA 31 King Laborers Scaffold Erector $42.67 7A 31 King Laborers Scale Person $42.67 7A 31 King Laborers Sloper (over 20") $43.46 7A 31 King Laborers Sloper Sprayer $42.67 7A 31 King Laborers Spreader (concrete) $43.46 7A 31 King Laborers Stake Hopper $42.67 7A 31 King Laborers Stock Piler $42.67 7A 31 King Laborers Tamper Et Similar Electric, Air $43.46 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $43.46 7A 31 propelled) King Laborers Timber Person - Sewer $43.46 7A 31 (lagger, Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $42.67 7A 31 King Laborers Topper $42.67 7A 31 King Laborers Track Laborer $42.67 7A 31 King Laborers Track Liner (power) $43.46 7A 31 King Laborers Traffic Control Laborer $38.69 7A 31 8R King Laborers Traffic Control Supervisor $38.68 7A 31 8R King Laborers Truck Spotter $42.67 7A 31 King Laborers Tugger Operator $43.461 7A 31 King Laborers Tunnel Work-Compressed Air $64.99 7A 31 S Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $70.02 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $73.70 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $79.40 7A 31 8� ` Worker 54.01-60.00 psi Page 6 of 17 i King Laborers Tunnel Work-Compressed Air $81.52 7A 31 8�C Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $86.62 7A 31 8D Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $88.52 7A Worker 68.01.70.00 psi King Laborers Tunnel Work-Compressed Air $90.52 7A 31 8D Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $92.52 7A 31 84 j Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $44.10 7A 31 S Tender King Laborers Tunnel Work-Miner $44.10 ZA 31 M King Laborers Vibrator $43.46 7A 31 King Laborers Vinyl Seamer $42.67 7A 31 -_King Laborers Watchman $32.87 7A 31 King Laborers Welder $43.461 7A 31 King Laborers Well Point Laborer $43.46 7A 31 'King Laborers Window Washer/cleaner $32.87 7A 31 King Laborers - Underground Sewer General Laborer 8 Topman $42.67 7A 31 8 Water King Laborers - Underground Sewer Pipe Layer $43.46 7A 31 &Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $52.32 5D 1H King Marble Setters Journey Level $51.32 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King IMiltwright Journey Level $53.421 SD 4C King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 :King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.47 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $37.80 6Z 2B King Pile Driver Journey Level $52.57 5D 4C King Plasterers IJourney Level $50.42 M 1R Page 7 of 17 King Playground & Park Equipment Journey Level $9.47 1 Installers King Plumbers Et Pipefitters Journey Level $74.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P King Power Equipment Operators Assistant Engineer $51.97 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $54,75 7A 3C 8P Concrete King Power Equipment Operators Bobcat $51.971 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $51.97 7A 3C 8P Equipment King Power Equipment Operators Brooms $51.97 7A 3C 8P King Power Equipment Operators Bump Cutter $54.75 7A 3C 813 King Power Equipment Operators Cableways $55.24 7A 3C 8P King Power Equipment Operators Chipper $54.75 7A 3C 8P King Power Equipment Operators Compressor $51.97 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $55.24 7A 3C 2P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $51.97 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $54.33 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $54.75 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $54.33 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 $54.75 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $55.24 7A 3C 2P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $51.97 7A 3C 8P Under King Power Equipment Operators Cranes: Friction 100 Tons $56.36 7A 3C 8P Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $56.92 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 309 $56.92 7A 3C 8P Of Boom (including Jib With Attachments) 3C 8P King Power Equipment Operators $5433 7A Page 8 of 17 Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $54.75 7A 3C 8P King Power Equipment O)eri ators Deck Engineer/deck Winches $54.75 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $55.24 7A 3C 8P King Power Equipment Operators Dozers D-9 Et Under $54.33 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $54.75 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $51.97 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $54.75 7A 3C 8P And Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $54.33 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $51.97 7A 3C 8P With Attachments King Power Equipment Operators Grade Engineer: Using Blue $54.75 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $51.97 7A 3C 8P King lPower Equipment Operators Guardrail Punch $54.75 7A 3C 8P King (Power Equipment Operators Hard Tail End Dump $55.24 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $54.75 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $54.33 7A 1C 8P Locator King Power Equipment Operators Horizontal/directional Drill $54.75 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $54.33 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $51.97 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $55.79 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $55.24 7A 3C 8P '! But Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $54.75 7A 3C 8P Yards 'King Power Equipment Operators Loaders, Plant Feed $54.75 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P King Power Equipment Operators Locomotives, All $54.75 7A 3C 8P King Power Equipment Operators Material Transfer Device $54.75 7A 3C 2 King Power Equipment Operators $55.79 7A 3C 8P Page 9of17 Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) King Power Euui rp Went Operators Motor Patrol Grader - Non $54.33 7A 3C 8P finishing King Power Equipment Operators Motor Patrol Graders, $55.24 7A 3C 8P Finishing King Power Equipment Operators Mucking Machine, Mole, $55.24 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $51.97 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators . Outside Hoists (elevators And $54.33 7A 3C 8P Mantifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $54.75 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $55.79 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $55.24 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $51.97 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $54.75 7A 3C 8P Mount) King lPower Equipment Operators Plant Oiler -Asphalt, Crusher $54.33 7A 3C 8P King Power Equuipment Operators Posthole Digger, Mechanical $51,97 7A 3C 8P King Power Equipment Operators Power Plant $51.97 7A 3C 813 King Power Equipment Operators Pumps - Water $51.97 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $55,24 7A 3C 8P King Power Equipment Operators Quick Tower- No Cab, Under $51.97 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $55.24 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $51.97 7A 3C 8P j King Power Equipment Operators Rollagon $55.24 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $51.97 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P Materials King Power Equument Operator s Roto-mill, Roto-grinder $54.75 7A 3C 8P - King Power Equipment Operators Saws - Concrete $54.33 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $54.75 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete it Carry $54.33 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $55.24 ZA 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $54.33 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $51.97 7A 3C 8P Page 10 of 17 ;King Power EqUiDment Operators Shovel , Excavator, Backhoe, $54.33 7A 3C 8P Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $55.24 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Tractors: 15 To 30 Metric Tons King ,Power Equipment Operators Shovel, Excavator, Backhoes: $55.79 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $56.36 7A 3C 8P 'rrr Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $55.24 7A 3C 8P ''- King Power Equipment Operators Spreader, Topsider Et $55.24 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $54.75 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P King Power Equipment Operators Tower Crane Over 175in $56.36 7A 3C 8P Height, Base To Boom King Power Equipment Operators Tower Crane Up To 175' In $55.79 7A 3C 8P Height Base To Boom King Power Equipment Operators Transporters, All Track Or $55.24 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $54.33 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $54.75 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver $54.33 7A 3C 8P Under 100 Tons King Power Equipment Operators Truck Mount Portable $54.75 7A 3C 8P Conveyor King Power Equipment Operators Welder $55.24 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farman Type $51.97 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $54.751 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, $54.75 7A 3C 8P Underground Sewer Et Water Concrete King Power Equipment Operators- Bobcat $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $51.97 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $54.75 7A 3C 8P Underground Sewer Et Water Page 11 of 17 King Power Equipment Operators- Cableways $55.24 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Chipper $54.75 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Compressor $51.97 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Concrete Pump: Truck Mount $55.24 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $51.97 7A 3C 8P Underground Sewer a Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $54.33 ZA 3C 8P Underground Sewer Ft Water Trailer High Pressure Line Pump, Pump High Pressure. King Power E ui ment Operators- Concrete Pump: Truck Mount $54.75 7A 3C 8P Underground Sewer a Water With Boom Attachment Up To 42m King Power Eouipment Operators- Conveyors $54.33 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $54.75 7A 3C 81) Underground Sewer a Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Underground Sewer Ft Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P Underground Sewer a Water Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $55.24 7A 3C 8P Underground Sewer a Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $51.97 7A 3C 8P Underground Sewer a Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $56.36 7A 3C 8P Underground Sewer a Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C 8P Underground Sewer a Water i King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $56.92 7A 3C 2P Underground Sewer a Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $54.33 7A 3C 8P Underground Sewer a Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $54.75 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Deck Engineer/deck Winches $54.75 7A 3C 8P Underground Sewer a Water (power) King Power Equipment Operators- Derricks, On Building Work $55.24 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Dozers D-9 a Under $54.33 7A 3C 8P Underground Sewer a Water Page 12 of 17 King Power Equipment Operators- Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $51.97 7A 3C 8P Underground Sewer & Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $54.75 7A 3C 8P I' Underground Sewer Et Water And Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $54.33 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $51.97 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Grade Engineer: Using Blue $54.75 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $55.24 7A 3C 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $54.75 7A 3C 8P Underground Sewer 8 Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $54.33 7A 3C 8P Underground Sewer & Water Locator King Power Equipment Operators- Horizontal/directional Drill $54.75 7A 3C 8P r Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $54.33 7A 3C 8P Underground Sewer & Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $51.97 7A 3C 8P Underground Sewer E Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $55.79 7A 3C 8P Underground Sewer Ez Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $55.24 ZA 3C 8P Underground Sewer Et Water But Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $54.75 7A 3C 8P f Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders; Elevating Type Belt $54.33 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators- Locomotives, All $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $55.79 7A 3C 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Grader - Non- $54.33 7A 3C 8P Underground Sewer Et Water finishing i Page 13 of 17 King Power Equipment Operators- Motor Patrol Graders, $55.24 7A 3C 8P _ Underground Sewer Fr Water Finishing King Power Equipment Operators Mucking Machine, Mole, $55.24 7A 3C 8P Underground Sewer Ft Water Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $51.97 ZA 3C 8P Underground Sewer &Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $54.33 ZA 3C 8P Underground Sewer &Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $54.75 7A 3C 8P Underground Sewer a Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $55.79 7A 3C 8P Undereround Sewer & Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $55.24 7A 3C 8P Underground Sewer 8 Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Pile Driver (other Than Crane $54.75 7A 3C 8P Underground Sewer & Water Mount) i King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Posthole Digger, Mechanical $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $51.97 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- Pumps - Water $51.97 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- Quad 9, Hd 41, 010 And Over $55.24 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Quick Tower - No Cab, Under $51.97 7A 3C 8P Underground Sewer It Water 100 Feet In Height Based To Boom King Power E ui ment Operators- Remote Control Operator On $55.24 7A 3C 8P Underground Sewer Ft Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $51.97 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- RoRagon $55.24 7A 3c 8P Undereround Sewer a Water King Power Equipment Operators- Roller, Other Than Plant Mix $51.97 7A 3C BP Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P Underground Sewer B:Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $54.75 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Saws - Concrete $54.33 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Scraper, Self Propelled Under $54.75 7A 3C 8P Underground Sewer Et Water 45 Yards King $54.33 7A 3C 8P Page 14 of 17 Power E Ui ment Operators- Scrapers - Concrete a Carry Underground Sewer a Water All King Power Equipment Operators- Scrapers, Self-propelled: 45 $55.24 7A 3C 8P Underground Sewer a Water Yards And Over 'King Power Equipment Operators- Service Engineers - Equipment $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $51.97 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $54.33 7A 3C 8P Underground Sewer a Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $55.24 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Underground Sewer a Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $55.79 7A 3C 8P Underground Sewer a Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $56.36 7A 3C 8P Underground Sewer Ex Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $55.24 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Spreader, Topsider a $55.24 7A 3C 8P Underground Sewer a Water Screedman King Power Equipment Operators- Subgrader Trimmer $54.75 7A 3C SP Underground Sewer a Water King Power Equipment Operators- Tower Bucket Elevators $54.33 7A 3C 8P Underground Sewer a Water i King Power Equipment Operators- Tower Crane Over 175'in $56.36 7A 3C 8P Underground Sewer a Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $55.79 7A 3C 8P Underground Sewer a Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $55.24 7A 3C 8P Underground Sewer a Water Truck Type King Power Equipment Operators- Trenching Machines $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $54.75 7A 3C 8P Underground Sewer a Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver $54.33 7A 3C 8P Underground Sewer a Water Under 100 Tons King Power Equipment Operators- Truck Mount Portable $54.75 7A 3C 8P Underground Sewer a Water Conveyor King Power Equipment Operators- Welder $55.24 7A 3C BP Il Underground Sewer a Water King Power Equipment Operators- Wheel Tractors, Farman Type $51.97 7A 3C SP Underground Sewer a Water King Power Equipment Operators- Yo Yo Pay Dozer $54.75 7A 3C SP Underground Sewer a Water King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A ITrimmers Page 15 of 17 I King Power Line Clearance Tree Spray Person $43.38 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $45.75 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.84 � 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A Trimmers King Refrigeration Et Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $51.32 5A I King Residential carpenters, Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $40.14 5D 4C Applicators King Residential Drywall Tapers Journey Level $52.37 5P 1E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $37.30 7L 1 H King Residential Insulation Journey Level $26.28 1 Applicators 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 a Journey Level $34.69 1 Pip- fitters King Residential Refrigeration a Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $42.58 7F 1R Workers King Residential Soft Floor Layers Journey Level $42.41 5A 3D King Residential Sprinkler Fitters Journey Level $42.48 5C 2R (Fire Protection) King Residential Stone Masons Journey Level $51.32 5A 1M King Residential Terrazzo Workers Journey Level $46.96 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tite Setters Journey Level $25.17 1 King Roofers Journey Level $45.71 8A 3H King Roofers Using Irritable Bituminous $48.71 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $70.37 7F 1E King Shipbuilding Et Ship Repair Boilermaker $39.82 7M 1 H King Shipbuilding a Ship Repair Carpenter $39.24 7T 2B King Shipbuilding a Ship Repair Electrician $40.16 7T 4B King Shipbuilding a Ship Repair Heat a Frost Insulator $61.18 5J 15 King Shipbuilding a a Sh Repair epair Laborer $40.19 7T 4B King Shipbuilding Ship Repair Machinist $40.18 7T 413 King Shipbuilding a Ship Repair Operator $40.11 7T 413 Page 16 of 17 King Shipbuilding Et Ship Repair Painter $40.161 7T 4B King Shipbuilding Et Ship Repair Pipefitter $40.111 7T 4B King Shipbuilding rt Ship Repair Rigger $40.19 7T 4B King Shipbuilding @ Ship Repair Sheet Metal $40.14 7T 4B King Shipbuilding Et Ship Repair Shipfitter $40.19 7T 4B King Shipbuilding Et Ship Repair Trucker $40.03 7T 4B King Shipbuilding Et Ship Repair Warehouse $40.08 7T 4B King Shipbuilding Et Ship Repair Welder/Burner $40.19 7T 4B King Sign Makers a Installers Sign Installer $22.92 1 (Electrical) King Sign Makers Et Installers Sign Maker $21.36 1 (Electrical) King Sign Makers a Installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers & Installers (Non- Sign Maker $33.25 1 Electrical King Soft Floor Layers Journey Level $42.41 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Journey Level $69.74 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $51.321 5A 1M King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $54.33 7A 3C 8P Surveyor King Survey Chainman $53.81 7A 3C 8P King Surveyors Construction Site Surveyor $55.24 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $36.96 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $20.49 5A 2B Outside ;King Telephone Line Construction - Installer (Repairer) $35.40 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $36.96 5A 26 Outside King Telephone Line Construction - Special Apparatus Installer If $36.19 5A 2B Outside "King (Telephone Line Construction - Telephone Equipment $36.96 5A 2B Outside Operator (Heavy) King Telephone Line Construction - Telephone Equipment $34.34 5A 2B lOutside Operator (Light) King ITelephone Line Construction - Telephone Lineperson $34.34 5A 2B j Outside King ITetephone Line Construction - Television Groundperson $19.45 5A 2B j 0 utside Page 17 of 17 King Telephone Line Construction - Television $25.89 5A 2B Outside Lineperson/Installer King Telephone Line Construction - Television System Technician $30.97 5A 2B Outside _ King Telephone Line Construction - Television Technician $27.77 5A 2B Outside King Telephone Line Construction - Tree Trimmer $34.34 5A 213 Outside King Terrazzo Workers Journey Level $46.96 5A 1M I King Tile Setters Journey Level $21.65 1 King Tile, Marble &Terrazzo Finisher $37.79 5A 1 B Finishers King Traffic Control Stripers Journey Level $43.11 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $49.85 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $49.01 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck a Trailer $49.85 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $49.01 5D 3A SL Council 28) King Truck Drivers Other Trucks (W. WA-Joint $49.85 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers 8 Irrigation Pum Irrigation Pump Installer $17.71 1 Installers King Well Drillers & Irrigation Pump Oiler $12.97 1 Installers King Welt Drillers Et Irrigation Pump Well Driller $18.00 1 Installers III Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate I must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF FIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The fast two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2)hours after eight(8) regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. I. The first two (2)hours after eight(8)regular hours Monday though Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 1. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ',.. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten (10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid atone and one-half limes the hourly rate of wage. All hours worked in excess often (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half tines the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight (8)hours on Saturday shall be paid at one slid one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three dines the hourly rate of wage. U. All hoes worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays(except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. li W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The fast four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.When holiday falls on Saturday or Sunday,the day before Saturday,Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours(luring that workweek.)All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 i Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 2. ALL HOURS WORKED 1N EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two threes the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half thnes the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, f ten-hour weekly schedule,either Monday thin Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage.The first eight(8)hours worked on the fifth day shalt be paid at one and one-half times the hourly rate of wage.All other hours worked on the fifth,sixth,and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF FIGHT (9) HOURS PER DAY OR FORTY (40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday,or outside the normal shift, and all work or Saturdays shall be paid at time and one-half the straight time rate.Hours worked over twelve hours(12)in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar(S 1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate rmtil such time as the employee has had a break of eight(8)hours or more. i 3 Ili Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 3. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when '.. four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday,or outside the normal shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime.rate until such time as the employee has had a break of eight(8)hours or more. D. All hours worked between the homy of 6:00 put and 6:00 am,Monday through Saturday,shall be paid at a premium rate of 15%over the hourly rate of wage.All other hours worked after 6:00 am on Saturdays,shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the - hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week,once 40 hours of straight time work is achieved,then any homy worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two(2)times the regular rate of pay.Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. 1. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. However,Saturday shall not be utilized as a make-up day when a holiday falls on Friday.All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage, 4. ALL HOURS WORKED 1N EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays,Sundays and holidays shall be paid at double the hotly rate of wage. B. All hours worked over twelve(12)hours per day and all hom s worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the fast four (4) hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a for-(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines,switching stations,regulating,capacitor stations,generating plants,industrial plants,associated installations and substations,except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two(2)hours aiier eight(8)regular hours Monday through Friday of overtime on a regular workday,shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2) times the hourly rate of wage.The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2) times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized,shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a fora'-day,ten-hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day,ten hour work week,and Saturday shall be paid at one and one half(Ph)times the regular shift Tate for the first eight(8)hours.All other hours worked Monday through Saturday,and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All horns worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 20%over the hourly rate of wage.All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. i i Holidav Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, 'thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays: New Year's Day,Memorial Day,Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) I. Holidays:New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, - Cluistmas Eve Day,And Christmas Day(7). 5 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 5. K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, '.. Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays: New Year's Day, Martin Luther King IT. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(8). N. Holidays. New Year's Day, Presidents' Day, Memorial Day, hrdopendence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A IIoliday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid IIolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Ilalf Day Before Christmas Day,And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day,And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). Holiday Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, Day After Thanksgiving Day, Christmas Day,And A Half-Day On Christmas Eve Day. (9 1/2). G. Paid Holidays:New Year's Day,Martin Luther King Jr.Day,Presidents'Day,Memorial Day,Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And Christmas Eve Day(I1). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating IIoliday(10), I. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). T. Paid IIolidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day(9). 6 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 6. Z. Holidays: New Year's Day,Memorial Day,independence Day, Labor Day, Thanksgiving Day,Friday after III Thanksgiving Day, And Christmas Day (7). if a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holidav Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which Palls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. i D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving �i Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. JI. Holidays: New Year's Day, Martin Luther Ring Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. i I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 7 Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 7. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day,Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: Now Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,'Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day, And the Day after or before Christmas Day 10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on falls on a Saturday,the preceding Friday shall be observed as a holiday. the following Monday.When Christmas fa y, p g y P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays:New Year's Day,the day after or before New Year's Day,President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday.If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays:New Year's Day,The Day After Or Before New Year's Day,President's Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day, Christmas Day,and The Day After Or Before Christmas Day. (10).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 8. A. In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$2.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet 8 I Benefit Code Key—Effective 3-4-2015 thru 9-1-2015 8. C. In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of filly feet or more: Over 50'To 100' -$1.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150'To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75,Level E: $0.50,And Level C: 50.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A&13: $1.00,Levels C&D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,Level 13: $0.75,Level C: $0.50,And Level D: 50.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00,Class E Suit: $1.50,Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle, and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012, S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012, 9 Business Licensing Selvicelicense Query Search Page f of f l5 • AboUtLS Hcl_ • Start_pouf_pusl�css C�ar4e>r update vour business inforrnar(on • HOW iC ren FJJ VOtll' CEn52 j Search Business Licenses License Information: Entity Name: MILES RESOURCES LLC Business Name: MILES RESOURCES LLC License Type: Washington State Business !� Etltity Tvoe: Limited Liability Company UBI: 602870349 Business ID:001 Location ID:0003 Status: To check the status of this company,go to Secreta�or=S and Department of Revenue. Location Address: Mailing Address: 1615 HUBBARD ST 400 VALLEY AVE NE SUMNER,WA,98390-2210 PUYALLUP,WA,98372 Vier;A_ddi_ic n alocabons Status Expires First Issued Licenses Held at this location _edfe-L=1ge Active 10/31/2015 06/11/2010 Registered Trade Names: MILES RESOURCES Active N/A 03/04/2015 Governing people: JEFFREY THOMAS LISA KITTILSBY TIM KITTILSBY WALT MILES Information Current as of 08/03/2015 8:47AM Pacific Time New Search This site Is limited to searching for business licenses issued through the Washington State Business Licensing Service. • Ccnac!us • Fcnns • AboUs us Pf.."'Cy ©2011,Washin ton State Department of Revenue and its licensors.All rights reserved. , .. ,n • • .fir t_ _ _n____t_n_i '_____Tl_•_.l ______nn_hi�_1 n'l^I^/GL OIQ InAlC ENT xeut:& Agenda Item: Bids - 9A TO: City Council DATE: July 21, 2015 SUBJECT: North Park Drainage Improvements: W, Cole St. to W. Cloudy St, between 2"d Ave. N. and 3rd Ave. N. - Award MOTION: Move to award the North Park Drainage Improvements: W. Cole St. to W. Cloudy St. between 2"d Ave. N. and 3rd Ave. N. Project, to Miles Resources, LLC in the amount of $237,889.00 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The project consists of the installation of underground storm drainage pipes and catch basins to an alleyway in public right-of-way between 2nd Ave N and 3rd Ave N connecting W Cloudy Street to W Cole Street in the North Park Community. Stormwater stubouts to the adjacent private lots will be installed to allow for future service connections. This work also includes asphalt paving of the alleyway. EXHIBITS: Memo Dated July 8, 2015 RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS: None, Project funded through previously budgeted stormwater utility funds. III REQUEST FOR MAYOR'S SIGNATURE KIT Routing Information (ALL REQUESTS MUST FIRST BE ROUTED THROUGH THE LAW DEPART kT) ` Approved 4 Diro Originator: Steve Lincoln Phone Or inator ;5552 Date Sent: ?o i'S Date Required: 61s Return Si ned `ocument to:Nancy Yoshilake Contract Termination Date: 30 working days VENDOR NAME: Date Finance Notified: I�eS Resources, L�� (Only required contracts 7/21/15 10 000 and over or on any Grank DATE OF COUNCIL APPROVAL: Date Risk Manager'NotifiedN/A 7/21/15 . (Required on Non-gR Standard Contracts/Agreements Has this Document been,Specificall Account Number: D20033 Authorized in the Bud et? • YES NO Brief Explanation of Document: The attached construction agreement with Miles Resources consists of installing storm drainage conveyance to an alleyway;connecting Cloudy St. to Cole St. for the North Park Drainage Improvements project. For additional information, see the attached Council motion sheet. All Contracts Must Be Routed Through The Law Department (This area to be completed by the Law Department) Received: 4 V f" � f J G � ` ` r � Approval of Law Dept.: f 6t.e Law De t. Comments: (' ��' Date Forwarded toi�lay'ISr` ` `¢ l„#7 �i`. ?r` Shaded Areas To Be Completed By Administration Staff Received; x f f Recommendations and CommerRECEIVED Disposition: lIJG 5 ��,�;, CITY OFKENf1 � :�f�xt�� trr�s�� Date Returned: CITY C;L51K