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PW17-246 - Original - NPM Construction Co. - S 208th St Road Repair & Guardrail Installation - 05/31/2017
/// /i�%/��i�/�/��%i� I����Y'✓������%�//f�iJ1��/p �/����f, c o r s / ge flr%KEN ..fie.+ // w.aSH INcrrrw f%//Jr/� Document 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: NPM Construction Co. Vendor Number: ,JD Edwards Number Contract Number: 1' n - ZqLp This is assigned by City Clerk's Office Project Name: S. 208th St. Read Repair and Guardrail Installation Description: ❑ Interlocal Agreement G7 Change Order ❑ Amendment Z Contract El Other: Contract Effective late: date of the Mayor's signature Termination Date: 22workingdays Contract Renewal Notice (days): Number of days required notice for termination or renewal or amendment Contract Manager: Steve Lincoln Department: Engineering Contract Amount: $303,855.50 Approval Authority: (CIRCLE ONE) Department Director Mayor :C1 :YC ouncil (� Detail. i.e. address, location, parcel number, tax id, etc.): w The project consists of improvements to the S. 2081h St. roadway near 92nd Ave S Improv meats include curta'in"drainsW tb manage subsurface lows insta[Ing curb and.__.___ catch basin, repaving a portion of the eastbound lane and guardrail installation As of: 08/2.7/14 CITY OF KENT KING COUNTY, WASHINGTON I South 208th Street Road Repair and Guardrail Installation Project Number-. 16,-3005 B I Ins ACCEPTED I.IIIIITI L BID OPENING 12:45 P.M. 1 :00 P.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J_ LAPORTE, R.E. PUBLIC WORKS DIRECTOR KENTT WASH INGTON PUBLIC WORKS DEPARTMENT Tdmothy 1. LaPorte, RE. Public Works Director 400 West GowL Kent, WA 98032 10 K T Fax: 253-856 ENT W�s PHONE: 253-856-5500 CITY OF KENT Nfln ww� KING COUNTY, WASHINGTON 08th South 2, Street Road Repair and Guardrail Installation Project Number: 16-3005 ADDENDUM No. 1 May 2, 2017 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 REFLECTED IN RED I — BIDDER'S DOCUMENTS The following changes are included in the attached replacement pages 6 and 7 of the Bidder's Docume!nt, Page 7 is included due to the added or deleted bid items noted below which shifted bid items to the next page. Bidders must use the replacement page. SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. qUANTITY PRICE AMOUNT 1085 4-04.5 �O Gravel Base $ $ KSP TONS Per TON Q0aV"-S`pfl*9 W.50434- C44-*86 Per-C—Y (-.t4-Z.0q mi"i .................. ..... 0 c, 1086 8-15.5 21 and Placed Riprap $ $ KSP CU YDS Per CY 0 MAYOR SUZETTE COOKS II — KENT SPECIAL PROVISIPNS Page 4-1 — Section 4-04.5 — Payment ADD the following payment item: "grpvq1 B@�e," per ton. Page -13 — Section 8-15.3(3) — Hand Placed Riprap 8 ADD the following section: 8-15 RIPRAP SECTION B-15.3(3) XS DELETED AND REPLACED WITH THE FOLLOWING: B-15.3(3) and Placed Riprap, The stones shall be laid by hand or with equipment that can grip, orient, and place stones as specified herein. The stones shall be laid on prepared slopes to such thickness as may be ordered by the Engineer. The riprap shall be started by digging a bench as shown on the drawings and placing a course of the largest, stones thereon, Each stone shall be placed so that it shall rest on the slope of the embankment or at least two underlying stones, and it shall be thoroughly tamped or driven into place. The exposed face of all hand placed riprap shall be made as smooth as the shape and size of the stones will permit and shall not 'vary more than 3 inches from a plane surface on the required slope. Page 9-2 — Section 9-13.1(4) — Hand Placed Riprap ADD the following section: 9-13 RIPRAP,_QLL RYARALL PEL R T ND RQCK R EROSION AND SCOUR PROTECTION AND ROiCK WALLS SECTION 9-13.1(4) IS DELETED AND REPLACED WZTH THE FOLLOWING: 9-13.1(4) Hand Placed Riprap Hand placed riprap shall meet the quality requirements in Section 9-13 with this exception that concrete rubble shall not be used. The Suitable Shape of the stone shall be "Angular" (having sharply defined edges) to "Subanguiar" (having a shape in between Rounded and Angular) for a higher degree of interlocking to provide stability to the protected area. The use of round, thin, flat, or long and', needle-like shapes is not allowed, Suitable Shape can be determined by the ratio: of the Length/Thickness, where the Length is the longest axis, Width is the second longest axis, and Thickness is the shortest. The Suitable Shape shall be the maximum of 3.0 using the following calculation: Length/Thickness :5 3,0 Suitable Shape, 2 Sixty (60) percent of the stones, by total placed volume, shall have a VOILJme, of not less than 0.7 cubic feet. No stone shall be used which is I than 4 inches thick. END OF ADDENDUM No. I Chad B,ieren, P.E. Data Deputy Director/City Engineer Attachments: Proposal pagan 6 and 7 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. 211JANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ $ WSDOT LUMP SUM Per LS 1010 2-02,5 600 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1050 2-02.5 680 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LE 1060 2-03.5 100 Roadway Excavation Incl. $ WSDOT CU YD,S Haui Per CY 1080 4-014.5 135 Crushed Surfacing Top $ $ KSP TONS Course, 5/8 Inch Minus Per TON ($6,00 Min) 1085 4-04.5 260 Gravel Base $ $ KSP TONS Per 'TON 4086 4-4-5-.5 4-30 QtM"Y-SP'Wl1's VVSfHff clu-*Ds Per-C-V f"-'L-" Vlifq 1086 8-15.5 21 Hand Placed Riprap $ WSDOT CUI YDS Per CY 1087 2-12.5 570 Construction Geotextile for $ $ WSDOT SQ YIDS Soil Stabilization Per SY S. 208"'St, Road Repair &Guardrail/Lincoln 6 M Ely 2, 2017 Project Number: 16-3005 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1088 8-01.5 275 Biodegradable Erosion Control $ $ WSDOT SQ YDS Blanket Per SY i 1100 5-04.5 235 HMA Class 1/2", PG 64-22 $ $ KSP TONS Per TON 1110 5-04.5 660 Planing Bituminous Pavement $ $ KSP SQ YDS Per SY 1210 8-04.5 480 Cement Concrete Extruded $ $ KSP LN FT Curb Per LF 1355 1-04.4(1) 1 Minor Changes $5,000* $5,000 WSDOT CALC Per CALC *Common price to all bidders Schedule I Total $ S. 208`"St. Road Repair&Guardrail/Lincoln 7 May 1, 2017 Project Number: 16-3005 TAB I NDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSDOT Standard Plans Tab 7 Traffic Control Plans Tab 8 Prevailing Wage Rates CITY OF KENT KING COUNTYr WASHINGTON KENT SPECIAL PROVISIONS FOR South 208,th Street Road Repair and Guardrail Installation Project Numberm, 116-3005 BIDS ACCEPTED UNTIL BID OPENING May 9,, 2017 May 9,, 2017 12:145 P.M. 1100 P.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent,, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR o'k VNIA 9117 0 5; 447 V*1 AL KENTT WASH IN GTO N BIDDER'S NAM�E AI�10 e� 57AUe4on 'o CITY OF KENT' KINGCOUNTHY, WASHINGTON KENT SPECIAL PROVISIONS FOR South 208th Street Road Repair and Guardrail Installation project Number.: 16-3005 BIDS ACCEPTED UNTIL BID, OPENING May 9., 2017 May 9,. 2017 12:415 P.M. 1.000 P.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Aven:ue 'S., Kent, WA 98,032-5895, TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENTT WAS -11 NGTON Lli:ovidcd ro Buildors Excirl"Illyr, ()p PJ7W, Knr. For. r.saqp. CondJti.ons Agrc!ement sce www.bxwa.ccm - PI.w,-.-ivF, Verify scn-l. 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) Subcontractor List (over $1 million) 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 WSDOT Standard Plans Traffic Control Plans Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through May 9, 2017 up to 1,2:45 p.m. as shown on the clock on the east wall of the City Clerk's Office on the first flooir of City Hall, 220 4th Avenue South, Kent, Washington. All bids must 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. Mail. All bids will be opened and read publicly aloud immediately following 1:00 p.m. for the City of Kent project named as follows: South 208th Street Road Repair and Guardrail Installation Project Number 16-3005 The project consists of improvements to the South 208"' Street roadway near 92nd Avenue South. Portions of the roadway have experienced deterioration, likely due to subsurface drainage and stormwater runoff, and a section of the roadway needs to be rebuilt. Project improvements include the addition of roughly 100 LF of curtain drains to manage subsurface flows, approximately 480 LF of extruded cement concrete curb and the installation of a catch basin to prevent stormwater runoff from saturating the road embankment. This work will also include the repaving of a portion of the eastbound lane of traffic with approximately 235 TONS of hot mix asphalt pavement. Further, this work will include the installation of guardrail along South 20W" Street from the SR 167' overpass bridge to 96t" Avenue South, The guardrail improvements include the addition of roughly 1,000 LF of beam guardrail type 1, 390 LF of beam guardrail type I with 8 ft long posts, 280 LF of beam guardrail type I with 12 ft long posts, type 4 anchors, and non-flared terminal (Test Level TL-3). The Engineer's estimated range for this project is approximately 300,000-$345,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake 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 Kent, Washington. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $,501 for each set. Plans and specifications can also be downloaded at no charge at Kent o rocure ent. 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 must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive a,ny 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 his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Provdded to Builders Lxchzingc of WA, Inc. f�'or usaqc Conditions Agn,�(-_�ment see www.bxvm.com - Always Verify scal Nio bidder may withdraw his/her bid for a period of a[Ltj (60) days after the day of bid opening. Dated this 191h day of April, 2016. BY Kimberley A. komoto, City Clerk Published in Daily Journal of Commerce on April 25 and May 2, 20117 Provided to Builders Exchange of WA, Inc, For usage Conditions Agreement see www.bxwa.com -- Always Verify Scal CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date 4-1qZ'2—'?,1Z This statement relates to a }proposed contract With the City of Kent narned South 2,08th Street Road Repair and Guardrail Installation Project Number 16-3-005 1 am the undersign 'bidder or prospective contractor. I represent that - 1 7hi ve, have not, particip:ated, in a, previous cantract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding sirni"lar Executive Order. NAME OF BIDDER SIGNATURE/TITLE /PC) ADDS (Note to Bidders: The information required, in, this Compliance Statement is iriformatiorial oniv) So 208t�'St. Road Repair &GuardraH/Lincoln April 19, 2017 Project Number 16-3005 Elrovided tro Buildcr5 E'xchan9c of 1,,1A, Inc, F�)r usage Conditions Agreement see ww,,;.bxwa.corr - Always Verify Scal DECLARATION CITY OF KEPT EQUAL EMPLOYMENT OPPORTURITY 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 com,ply 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 this 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. 1 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, agLe, or the presence of all sensory, mental or physical disability. 3. Du-ring 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 1, 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 requfrements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: Fo r: A/p/0 caws u �!g CO- Title: AV-1,0, kle,(AVA-A- D ate: 17 S. 208"' St Road Repair &Guardrail/Lincoln 2 April 19, 201) Prajert Nwiibei% 16-3005 Providcd to Builderr, Fxchange of v�j,, 7nc. For usago CQndi"ions Agreoment scar www.bxwa.com, - Always Verify Scal CITY OF KEN T ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998. SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment o,pportunity,r'equirements for th-e 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 anal advancer neat available minorities and:women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered In breach of contract and subject to suspenslon nor termination for all nor apart of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and 'PFubfic Works Depar' ments'to assumethe 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 City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state a,nd ioca;f caws, policies and guidelines. S. St. Road cr,&Guordra A/,Lk%co4n 3 April 19, 2017 Protect!dumber: 16-3005 xovide.d :to :B.uildexz 'Exchange of WA, -Inc. :For usage Conditions Agreement see www,..bxwa.cem - Always Verify Scal CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be fiHed out AFTER COMPLETION, of this project by the Contractor awarded the contract. 1, the undersigned, a duly represented agent of ZILPA I Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as Scrath 20fth 'Street Road Repair and Guardrail Installation/Project Number 16-3005 that was entered ,into an the.,LD4 g) , t firm I represent and betweenhe the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrati've Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Poticy that was part of the before-mentioned contract. By: For: Title: ort eve Date: S. 208"'St. Road Repair &Guardrail/.l ncol n 4 ApM 19, 2017 Project Number: 16-300,5 Prc)vided to Builders h'Ixchanga of 14A, Inc- For usaqc, Conditions 1.grecnrnent zec www.bxwa.com - Always Vority Scal PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that has examined the job site and construction details of the work as outlined on the Mans and described, in the specifications for the project named South. 20,8th Street Road Repair and Guardrail Installation/Project Number 16-300S 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-81 DDERS,.- 1) All bid items, are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No,. tisted, in, this proposal, where the bid item is described. 2) Proposal items are nuailaered in, sequence but a,re 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, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding 'items for each schedule. If the Contractor enters different unit prices on these items, ,the City Will U nilatera Ily revise the bid amounts to the lowest un it price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. XT04 UNIT TOTAL NO. O. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YIDS Including Haul Per CY Any bids nat filled out properly may be considered non-responsi I ve. S, 208"' 157L. Road Rq)air &Gua�drail/Lincoln April 19, 2017 Project Number: 16-3005 i,',xovidcd to Bullciers Exchange of WA, -nc. For Cond,----ians Arireernen7 see www,bxwa.com - Always, Verify Scal SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. qUANTITY PRICE AMOUNT 4 , 1000 1-09.7 1 Mobilization svq'">OD $ WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $IX $ WSDOT LUMP SUM Per LS ............ Remove Existing Asphalt $/ 1010 2-02.5 600 $ KSP SQ YDS Concrete Pavement Per SY 71 1050 2-02.5 680 Saw Cut Existing Asphalt $ 3 010 KSP LN FT Concrete Pavement Per LF 1060 2-03.5 100 Roadway Excavation Incl. $ S'/ 010 WSDOT CU YDS, Haul Per CY 1080 4-04.5 135 Crushed Surfacing Top $ KSP TO Course, 5/8 Inch Minus Per TON J30 10ss 4-04.5 260 Gravel Base 11(sp TONS Pier rofNi 9 Per4;-V .. ............... ............. 00 1086 13-15.5 21 lrlagi�cil Placed Ripvap $I 16c,"s 6c> INSDOT (NJ 'YDS Pet- CY ---------- —-------------- ...... 1087 2-12.5 570 Construction Geotextile for $ WSDOT SQ YDS Soil Stabilization Per SY S, 208"' St. Road Repair&Guardrail/Lincoln 6 Maly 2, 2017 Project Number: 16-3005 PL-0Virdcd tO BUiJrdOZ-� F"Xr_.hancjc rat WA, Inu. P'or ,1.3aq( conclitions AgrcemQnt .,cry www.bxwa.com - Always Verify Scal SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO,. NO. QUANTITY PRICE AMOUNT 1088 8-01.5 275 Biodegradable Erosion ControG WSDOT SQ YDS Blanket Per SY 1100 5-04,5 235 HMA Class 1/2", PG 64-22 $ $ KSP TONS Per TON 7, o26 C) ........... 1110 5-04.5 660 Planing Bituminous Pavement $ CIO KSP SCE YDS Per SY 1210 8-04.5 480 Cement Concrete Extruded $ / 2 KSP LN FT Curb Per LF 0 1355 1-04.4(l) 1 Minor Changes $5,0'0!0* $5,000 WSDOT CAL C Per CALC *Cornmon price to all bidders Schedule I Total $ S. 2-081"St. Road Repair Guard rai O/Li ncoln 7 May 1, 2017 Project Number: 16-3005 Provided tO BUilrders Exchange of WA, 1 nc, F,)r Coqdir Jlons sno www bxwa.com - Always Verify Scal SCHEDULE 11 - GUARDRAIL 28+GG to 37+00, ITEM SECTION APPROX. ITEM, UNIT TOTAL NO. NO. 2UANTITY PRICE AMOUNT 00 2005 8-11 600 Beam Guardrail Type 1 $ -3 q - $ WSDOT LN FT (SCHEDULE II) Per LF 3, 410V !!10 eo 8-11 220 Beam Guardrail Type 1- 8 Ft. $ 1713 $ WSDOT LN FT Long Post (SCHEDULE II) Per LF 2015 8-11 280 Beam Guar&all Type, 1- 12 Ft. $ S/ $ WSDOT LN FT Long Post (SCHEDULE. 11)' Per LF 2020 8-11 5 Beam Guardrail Anchor Type $ VVS D OT EACH 4 (SCHEDULE 13) Per EA 2025 8-11 1 'Beam Guardrail Non-Flared $ WSDOT EACH Terminal (SCHEDULE II) Per EA 2030 8-11.5 190 High Impact Guardrail, Mount $ KSP EACH Reflector (SCHEDULE II), Per EA 2035 8-11 ISO Removing Guardrail $ /0 WSDOT` LN FT (SCHEDULE 11) Per LF The description of this bid item is identical to bid itern(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. 60 Schedule II Total $ �O' S. 208t*'St. Road Repair &Guard rai I/Lincoln April 19, 2017 %Project"blur ber. 16-3005 Agroenenir, scfl WWW.bxwc�.ron, - Alway.� Verify Scal SCHEDULE III — GUAR TRAIL 42+00 to 50,+00 ZTEM SECTION AA PR ITEM UNIT TOTAL NO. NO. 2UANTITY PRICE AMOUNT 3005 5- .1 600 -Beam GL,Iardrall Type 1 $ 3q do 60 WSDOT LN FT (SCHEDULE III) Per LF 3010 8-11 170 Beam Guardrail Type 1- 8 Ft. $ 41,36-0 $ WSDOT LN FT Lang Post (SCHEDULE III) Per LF 7.3 60 3015 8-11 1 Beam Guardrail Anchor Type $ /'00c>— $ WSDOT EACH 4 (SCHEDULE III) Per EA 3020 8-11.5 130 High Impact Guardrail Mount $ CPO KSP EACH Reflector (SCHEDULE III) Per EA 3025 8-11 50 Removing Guardrail $ W'SDOT LN FT (SCHEDULE III) Per LF 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 sarne Urift price. 40 Schedule III Total $ 31 & 208"'St. Road Repa�r &Guandnad/Lincoln, ApA 19, 2017 Projoct Number 16 300b Provided to Builders Exc"tinge cat WA, '.-nc. ti'Or -,,sd.oc (-,on,d-"t,i 0 Aar'm'-Ont:. .Ix?(' W14W.bxWa.com - Alw,Jlys Verity Sc.ad SCHEOU'LE IV — STORM SEWER UEN SECTION APPROX. ITEM UfiIT TOTAL NO. NO. QUANTITY 'PRICE AMOUNT 4011 7-04.5 10 Storrn Sewer Pipe, KSP LN FT 10 Inch Diameter, PVC Per LF $ 4012 7-04.5 110 Storm Sewer Pipe, x KSP LN FT 10 Inch, Mameter, Ductile Per LF Iron 4013 7-01.5 130 Perforated Corrugated $ KSP LN FT Polyetbylene Curtain .Drain Per ,LF Pipe, 8 Inch Diameter 4080 7-05.5 3 Catch Basin, Type 1 ep k" KSP EACH Per EA 4090 7-05.5 1 Connection to Drainage $ C>0 $ KSP EACH Structure Per EA . I j 00 4115 7-05.5 3 Bolt Down Catch Basin $ // KSP EACH Frame and Grate Per EA 00 4116 8-,02,.5 20 Topsofl Type A .$ $ A KSP CU YDS Per CY 4117 2-03.5 50 Low Permeability Fill $ A� $ KSP CU YDS Per CY `Schedule IV Total S. 208"'St. Road Repair&Guardrail/1-incoin 10 April 19, 2017 Project Number� 16-3005 Provided ro Builders Exchr.'nge of INA, Inc, For .sic Ccmdi.:ion,,s see www.bxwa.com - Always Verify Scal SCHEDULE V - TRAFFIC CONTROL ITEM SECTION, APPROX. ITEM' UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5021 1-10.5 1 Project Temporary Traffic /51 (OCD $ WSDOT LUMP SUM Control (Schedules I,IV,VI) Per LS 5022 8-21.5 2 Remove and Reinstall Existing $ -710 $ A KSP EACH Freeze Indicator Sign Per EA 5023 8-21.5 1 Permanent Signing $ 191, WSDOT LUMP SUM Per LS 5100 B-22.5 500 White Edge $Line Paint Stripe $ A KSP LN FT Per LF - 5105 8-22.5 500 Double Yellow Center Paint $ ,5 KSP LN FT Stripe Per LF Schedule V Total S, 208"' it. Road Repair &Guardrm/Unroln 11 April 19, 2017 Project Number: 16-3005 Provi,ckd to Buildens Exc.hance of WA, inc— For Ccxndition, Agr�KNRCMt se.c www.bxwa.com - A]Ways Verify Sral SCI E 'ULE VI- TEMPOPARY ER.OSION AN'D SEDIMENTATION CONTROL. ITEM SECTION ROX. XTEM, UNIT TOTAL . `No. 5UANTITY PRICE- ;,' T 0'O1 -01.5 0.10 Seedlncg, lWertiiizing, and $30ra r KSP ACRE Mulching Per AC r 6010 8-01.5 500 Wattle WSDCT LN FT Pets LF 6015 8-01.5 2 Inlet Protection ., $ KS EACH Per SEA 6045 1-0 .15(1) 1 SPCC Plan s /,, WSDOT LIMP SUM Per LS 6055 5-01.5 1 Erosion/Water Pollution $2,5 0.00* ,500!.00 ' SDCT FORCE Control Per FA ACCOUNT J'Corrtlii.on price to all bidders 49) Sche Bcil:e VII Total $ S. 208""St, Road Repair &Guard t ail/Lincoln 12 April 19, 7017 Project Number: 16-3 05 Prc,widz 2c1 1:o Build der_ 1f,xch amjQ of WA, ?nc. For usage Condit.T oIIS Agreement woaw.bxwa.cor, - 7'.Iways Vert fy ,ca SID SUMMARY Schedule 11 clue 'u le 11 c' Schedule III " Sche ufle V Sctmd,tfle TOTAL BID AMOUNT S. 20,8'w'St. Road, Re pa4 &Gtaardrai I/Uncoln 13 April 19, 2017 Project Number: 16-3005 Provided to Builders Exchange of WA, lnc, For ,sage Cond-itions Agrocc-ment see www.bNwa.com - Always "Verify Scat CITY OF KENT 'SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors,, that all 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% or more of the work, indicate, this by writing "'None" and'signing this for 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. project Name: South tin Road Repair and" Guardraff Installation Project Number.- .16-36,05 Subcontractor Name Item Numbers -ioo�S ,Polo , :�io —IrD 3o4o r Lam. SubcontractorName Item Numbers Subcontractor Name Item Numbers Su bcon tfa ctor N am e Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Suboon tra cto r N a me Item Numbers CONTRACTOR'S SIGNATURE S. 208"' St. Road Repair &Guardrail/Lincoln 14 Apr4 19, 2017 Project Nurnber: 16-3005 Provided to Builders Exchange of INA, lfnc, For usage Cond"T. Agreerne"nt See www.bxwa.cox, Always Verify seal SUBCONTRACTOR LIST (Contracts over 1 million dollars) fta,m,e of B.,,Wder: A��W 6, ,,P,roject"Name: 'hS-t,5Ayth2_.08�t_� re6t: Road Repair an4l Gyardrail Installation Proje,ct"Uum, ber- .16-300,5 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. He,ating, er�ttlation, and Atr Conditioning Subcontractor ,Name: Plumbing Subcontractor Name: Electrical Subcontractor Name: Signature of Bidder Date S. 208"" St. Road Repair &GtiardraO/Lincoln 15 Aprk 19, 2017 Project Number: 16-3005 ilrovidc,d to Builuers Exuhange of wA, Inc. 1`or usage Conditions Agrc�emcnt ;e( w-,:w.bxwa.r.(xn — A1w�iys Verify Scar CONTRACTOR"S 'QUAILIFI'CATIO'N 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 SUPPLEMIEi1iTAL CRITERIA ESTABLISHED B-Y THE CITY, THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. inidiela 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. Thee City 'has an �dbliga'tion 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, [n large part, on the quaiffication 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 forrnaI 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-bld 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 evatuation results in changed criteria, the city will issue an addendum establishing the new or r oddified 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 nnotbce to,the bidder that the bidder-is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mall. In the event-the city uses regular mail, the delivery will be deemed compete 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 39.044.354, 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. S. 2081^St. Road Repair &Guardrail/Lincoln 16 April 19, 2017 Project Number: 16-3005 Provided to 'Builders 'Exchange of WA, Inc. For ❑sage conditions Aqreement see www.bxwa.com - Always Verify Scal If the bidder fails to request a modification withiln the time allowed, or fails to appeai 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 THZS,FORM AS PART OF YOUR BZ0. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESUL T IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONS ULT, TIOM 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. SUSM ITTE D BY: NAME: ADDRESS: 11z) 116og '/ 7 9803'F PRINCIPAL OFFICE: /,/,PM �u"&"-Y''4-t�to ADDRESS: -2�S- �_3 104,121C ga Ile",", Z'0'0T I?&SIT, PHONE: 4;?�S- e?-q6 os'4(I ce tl .706 FAX � !2q& 46.-2'3 1. STATUTORY REQUIREMENTS 1.1P vide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. J_ 1.2 Provide your current state unified business identifier number. 6 o a 110 6 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 Cr 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 frorri) b,iddling, on any public works contract under RCW 39.06.010 or 39.12.065 (3). S, 208"' St. Pzoad Repair 84 Orardrailf Lincoln 1.7 April 19, 2017 Project Number: 16-3005 �Irovided to Buildors Exchango of WA, inc. j'or ',JSage Cor)di7i.OJJS grr.,emcclt 5cry www.loxwa.ccn - Always Verify Scal 2. -ORGANdIZATION 2.1 How,many years has your organization'been in business as a Contractor? 2.2 'Wow many years bas your o.rganHzation been are .business under:Its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Wine-president's -name(s): 2.3.5 Secretalry's name: 2.3.6 Treasurer's name: 2.4 If your organization is a ,partnership, answer the fo�illowing: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s).: 2.5 If your organization is fn.divfdually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.5 If the form of your,onganization jis other than those listed above, describe .it and name the principals: 3. UCE#1iSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, If applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 4.2 Claims and Suits. ,(If the answer to any of the questions below is yes, .please attach details.) 4.2.1 Has your organization ever failed to complete any wo."k awarded :to it? 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? S. 208t'St. Road Repair&Guardrail/Lincoln 18 April 199, 2017 Project Number 16-3005 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 4.2.3 flas your orgaffizatron filed any claw suits or requested ebitration with regard to construction contracts within the last five years? 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organ.ization when, it failed to complete a construction contract? (If th.e answer is yes, please attach, details.) 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. 4.4.1 State total worth of work in progress and under contract: 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 a-mount of construction,,work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, °list your�mlajar equipment. 5. REFERENCES 5.1 Trade References: 5.2 Bank References: 5.3 S u rety: 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: 6. FINANCING 6.1 Financial Statement. After blind opening, the'City may require the fbliowin�g ftaridiai information from any Hof the'three a{pparerat glow`.Kidders. I,f 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. 6.1.1. Attach a financlal statement, preferably audited, incEu,diil,g your orga,nization's latest balance sheet and income statement showing the following items: S. 208'h St. Road Repair&Guardrail/Lincoln 19 April 19, 2017 Project Number: 16-3005 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal PUBLIC WORKS::COMMERCIAL::RESIDE NTIAL Ppmda Founded on strong principles M INTEGRITY::RELIABILITY: ACCOUNTABILITY N P M Construction Co General Contractor 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. SEE ATTACHED 1.2 Provide your current state unified business identifier number. 60,21100,65 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 state of Washington"Master License Service Registration and Licenses"form is typically sufficient evidence of the requirements of this subsection. SEE ATTACHED 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including and subsidiary cornpaniesor affiliated companies under majority ownership or,under controi 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). SEE ATTACHED 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 7 YEARS 2.2 How many years has your organization been in business under its present business name? 7 YEARS 2.3 If your organization is a corporation, answer the following: N/A 2.3,1. Date of Incorporation 2.3.2 State of Incorporation 2.3.3 President's name 2.3.4 Vice-president's name 2.3.5 Secretary's name 2.3.6 Treasurer's name 2A If your organization�is a partnershJp, answer the following: ,,N/A 2.4.1 Date of Organization 2.4.2 Type of partnership (if Applicable) 2.4.3 Name(s) of general partner(s) 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: September 13, 2010 2.5.2 Name of owner: Nando Merlino 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. Licensed in State of Washington as a General Contractor— Lic No.: NPMCOCC9070L 3.2 List jurisdictions in which your organization's partnership or trade name is filed. State of Washington 4. EXPERIENCE N P M Construction Co., P'O Box 1229, Maple Valley WA 98038 Phone: 425.996.0566 :: Fax., 425.996.6673 PUBLIC WCall S:.,C0MMERCIAL::RESIDENTIAL MMP60 Founded on strong principles INTEGRITY::RELIABILITY::ACCOU NTABTLITY N P 14 Construction Co General contractor 4.1. List the categories of work that your organization normally performs with its own forces. Sitework, concrete, utilities, grading, excavation, walls (CI,P, block, precast), asphalt patching, traffic control, erosion control —general sitework. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? No 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? No, 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 details.) 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. Project-,Name Owner Arch or,Eng Contract 0/0 Completion Amount Comlute Date Medina Park City of Ryan Osada $130K 99% April 2017 _Rjay round Imp Medina Ped Crossing 1CW City of Anne Tonella- $225K 0% July 2017 Mercer Isl Howe ..................... 1sr Ave.-N Ern pr City of Kent Jason Bryant $380K 99% 2017 4.4.1 State total worth of work in progress and under contract: $238K 4.5 On a separate sheet,, list major construction projects your organization has completed in the past five years, giving the-name of project,owner, architect or design engineer, contract amount, ,date of corn anti the per cen tageofthe cost of the work performed with you own forces. P,roject Name Owner Arch or Eng Contract Cam 01 et"on '0/o Own Amount Date Forces 2016 Overlay City of $16,000 April 2016 100% ...._Program Clyde Hill ADA Transition, Snohomish $96,000 February 100% _Pp2!]Ades Co 2016 2015 Pedestrian City of Todd Hopkins $54,000, 3arvuary 2016 100% Compliance Bellevue Pro ram 2015 Pavement City of Derya Dilman $204,000 April 2016 9010/6 Repair Project Sammamish 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization, Nando Medino —Owner—35 years experience Tony P,alas— Project Lead — 28 years experience 4.7 On a separate sheet, list your major equipment. Case backhoes, 10 CY dump, Excavator 305.5E N P M Construction Co., PO Box 1229, Mlaple Valley WA 98038 Phone: 425.996,0566 :: Fax: 425.996.6673 PUBLIC WORKS.-:!COMMERCIAL::RESIDENTIAL Popus Founded on strong principles M INTEGRITY: :RELIABILITY: :ACCOUNTABILrry N P M Construction Co General Contractor 5. REFERENCES 5.1 Trade References: Salmon Bay Sand &Gravel — 206.784.1234 United Rentals—425.656.5940 Eastside Rentals—425.454,4088 Stone way Concrete—425.226.1000 'Stoneway Con straction S,4pply—425.-226.1000 Skagit ReadyMix 360.'856.0422 Astrof'Concrete Sales& Rentals—425.7,87.9611 5.2 Bank References: Banner Bank—Kent Branch, 5.3 Surety: Western Surety Co. 53.1 Name of bonding company: Western Surety Co./Humble & Davenport Brokers 5.3.2 Name and address of agent: Bob Davenport— Humble & Davenport Brokers,— SOO Maple Valley KWY— Renton WA 98058 6. FINANCING— PROVIDED after bid,opening 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. 6.1.1 Attach a finanicialll statement, preferably audited, including your organization's latest balance sheet and income statement showing the,folNowing items: Current Assets (e.g., cash,joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets, Current Liabilities (e.g., accounts payable, notes payable, accrued expenses,, provfsion,for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationshjpand'financial responsibility,of the organ ization Whose financial statement is provided(e�g.,,parent subsidiary). ,6,.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? N P M Construction Co., PO Box 1229, Maple Valley WA 98038 Phone. 425.996.0566 - Fax: 42S.996,.6673 Department of Labor arxc1.1:ndustr ies 4� � CAI " ��1 tC�1O r PO is 444,50 CO C)1 o I , W`A 60,4 , Reg: CC NPMCC)CrC 070L UBI:'602-110-06,5 C `1 -,C1: 1 'E;1L P . CO CTION "Effeet v " It M° /1 1201f r 25443 SE 184TH ST n ate1 /1 /2()18 5/812017 MERUNO NANDO PERRY ' e 1 Department of Labor+ °Ind udstri es Certificate of Workers' Compensation Coverage 71 vim( "�w. J- I1 I - - _ _ _ What does "Estimated WorkersReported" mean? Est ua -:d"�rirs r'Rp rti at C_Ss't 3C, �I-DLO'S 01 m"d�FE°fh I @'I rk _ J 1- ::,::a' .I i `l B'^r' L_ 'V[ s c i -' p=, s c,n cam^ .A ra� p-=--t t 17-S "":r I.;.F2, Industrial Insurati,ce Information B0 =d s 'a,.y C,r7 fl7€- n_ ""�du'li.r^t'l_ w 1" Z E -G7 �',: II' E 11:D 0 E_ "e%c, [ndustriat insurance accounts have no policy penods, cancellation, dates. lirrl itatiu,ns of coverage car wa v r of subrogation �.Ss r _°`° =I C E,,-,6 - 1 ."_:_ i 5�D Cl 5 e . httMI/secure.lni.wa.gov/verify/Details/liab lityCertifcate.aspx?UBI=602110065&SAW=&ACCT=20:333100&LIC=NPMCOCC907OL 1l I PUBLIC WORKS::COMMERCIAL::RES1 DENTIAL poue Founded on strong principles M INTEGRITY::RELIABILITY::ACCOUNTABILITY N P N1 Construction Co General Contractor Bid 16-3005 —South 208th Street Road Repair& Guardrail Installation Stzitem,ent,df'Disqtialificziton NPM Construction Co. has not been disqualified', from bidding on any puMc works contracts under RCW 39.016.010 or 39.12,065/,3, ithin the past three (3) years. Signed— Title /9 60,�Mll Date Z z N P M Construction Co, PO Box 1229, Maple Valley WA 98038 Phioa ne: 425.9196.0566 : Fax. 425.996.6673 4/L 6ulSLI@O!I/S90()"Zog/aaAaIdwcClaalpjeagysep#xdse-jInejappulAw/awat{/Ao6-em-IuI-einaas//:still 1 .,,. t s=6400 icommoD uoil Asw .bo v uj r IM , PI I�...�N.rve��..a.Laj i� -k U�..�. r���,�_w�� QPSH . Asa,.., rOLTIman °sAw. 1 o atepwaml,� lul M EKE! U In �W IISTR19 Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenises); Net Fixed Assets', Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding snares par values, earned surplus and retained earnings). 6.1.2, yName and address of firrn preparing attached financial statement, and date thereof: 6.1.3 Is the attached financlal statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this qP day of A4A,,f 2017, Name of Organization: B Title: 4--- 7.2 N/Cle- Mg r being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Su,bsc,ribecl r e m fore tKi C#*day,of A-Aa4 2017. fore me' ota ry N P ublh(c !I t1t I S, My Commission Expires: 9- 121 7 rrP 080 4Z, z 011110P W�SW S. 208"' St. Roaj Pelmir &Guardrafl/Uncon 20 April 19, 2017 Projfx,ft Wimber: 16-3005 Providc!d to B1)i1d0rS E,XChange of WA, Tnc. For usage Conditions Agrocmcnt Sce. www.bx,,qa,ccxc - Alway5 Verify Kcal 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 twenty (22) 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 preconstruction meeting. No bidder may withdraw his/her bid for a peruod of sixty (60) calencla r clays 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 info/rmation shalt be addressed to the undersigned at the address, stated befaw. 151-/11 9rW1 Receipt of Addendum, No.'s L/21 ... , -1 -1 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 sign-ing this Proposal 'Signatu r aPage, the undersigned bidder agrees to accept all contract forms and documr erits/included within the bid packet and to be bound by all terms, requirements and arepresentations fisted in the bid documents whether set forth by the City or by the 5idder. DATE: IV RM 6'nS7 U ehoo- , NAME OF BIDDER :�a�i 21AW Signature of Authori2ed Representative (Print Name and Title) PV 2, Address S. 208'o'St. Road Repair &Guardrail/Lincohi April 19, 2017 Propact Num>er:, 16-30G5 to Build(,,t.,, Exdiange of WA, Inc. For LN-3�19(2 Conditions A�71'(�elWrAl www.bxwa.corn - Almays Verify Scal BOND#SUR40014617 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, NPM CONSTRUCTION CO as Principal, and IRONSHORE INDEMNITY, INC. as Surety, are held and firmly FT PER= M bound unto the CITY OF KENT, as Obligee, in the penal sum of t�UOFTVE ;iErOTA0F.M.ETarAL AMOUNTOVnfE IS 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 South 208th Street Road Repair and Guardrail Installation/Project Number 16-3005 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 penailty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 9th DAY OF MAY 2017. STRU ION CO 0..... 0 "s PRINCIPAL k L S IZ=ITY,INC. ape �hS'GRETY 20—. Received return of deposit in the sum of$ S. 208111 St.Road Repair&Guardrail/Uncoln 22 April 19,2017 Project Number. 16,-3005 POWER OF ATTORNEY Ill- SUR40014617 Ironshore Indemnity Inc. KNOW ALL MEN BY THESE PRESENTS,that IRONSHORE INDEMNITY INC.,a Minnesota Corporation,with its principal office in Newyork NY does hereby constitute and appoint: ROBERT D.DAVENPORT Its true and lawful Attorneys}In-Fact to make,execute,seal,and deliver for, and on its behalf as surety,a BID BOND under bond or undertaking number SUR40014617 issued on behalf of, NPM CONSTRUCTION CO as principal In the penal sum not to exceed 250.000.00 This authority Is made under and by the authority of a resolution which was passed by the Board of Directors of IRONSHORE INDEMNITY INC on the 22n0 day of April,2013 as follows: Resolved,that the Director of the Company Is hereby authorized to appoint and empower any representative of the company or other person or persons as Attomey-In-Fact to execute on behalf of the Company any bonds,undertakings,policies,contracts of indemnity or other writings obligatory in nature of a bond not to exceed$ 250,000.00 dollars,which the Company might execute through its duly elected officers, and affix the seal of the Company thereto.Any said execution of such documents by an Attorney-In-Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company.Any Attorney-In-Fact,so appointed,may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney. Resolved,that the signature of the Director and the seal of the Company may be affixed by facsimile on any power of attorney granted,and the signature of the Secretary,and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company.Any such power so executed and sealed and certificate so executed and sealed shall,with respect to any bond of undertaking to which it is attached,continue to be valid and binding on the Company. IN WITNESS THEREOF,iRONSHORE INDEMNITY INC has caused this instrument to be signed by Its Director,and Its Corporate Seal to be affixed this 7v`day of August,2013 IRONSHORE INDEMNITY INC f ( Qq BtP,41 Y Dan a L.Sussn1fn Director AO(NOWLEDGEMENr On this 7th Day of August,2013,before me,personally came Daniel L.Sussman tome known,who being duly sworn,did depose and say that he is the Director of Ironshore indemnity,Inc.,the corporation described in and which executed the above instrument,that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation. AMYTA*,WR lIlAAA111 e i NOtrry Davidson Derl6ton Caunrr Yrconntnbn Eayrna0745,19 BY w� Anr/ aylor M PUdlc CERTIFICATE I,the undersigned,Secretary of IRONSHORE INDEMNITY INC,a Minnesota Company,DO HEREBY CERTIFY that the original Power of Attorney of which the foregoing Is a true and correct copy,is in full force and effect and has not been revoked and the resolutions as set forth are now in force. Signed and Sealed at this nth Day of MAY 20_11 r •' naa i aw '1 '.4,ewr vus. 'WARNING:Any person who knowingly and with Intent to defraud any Insurance company or other person,tiles and application for Insurance or ststernent of claim containing any nieiedaily false information,or conceals for the purpose of misleading information concerning err/fact material thereto,commits a fraudulent Insurance act,which Is a crime and subjects such person to criminal and civil penakies" CITY OF KENT CO'KBINED DECLARATION FORM-. NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION 1,Eby signing the pro posal, hereby decAarel and er penalty of perjury under the la,WS of r the United States that,the foll:owing statements are true and correct. 1. That the undersigned person(s), firm,association or corporation has shave) 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 11 the Llndersign,ed,, )having ,d)Lt'ly sworn, -deposed, say ;and ,certify that inconnection with the-performance of the work-of this project, l 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 there 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. South 208th Street Road,Repair and, Guardrail Installation Project Number- 16-3005 NAME OF PR03ECT N A M E OF 91 D D E'R"S-PIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE F BIDDER S 208"1"St. Road Repair &Guardrail/Lincoln 23 April 19, 2017 Project Number,. 16-300S llrovidcc� to Builders Exchange of WA, Inc. For 'asage Conc-L--ions Agreement see www.bxwa.com - Always Verify ScaL This change order form is for example purposes only. By sub ng a bid, the bidder agrees to ,be bound by the terms of this change order for for any change orders. CHANGE ORDER NO. [Enter # 1,, 2f 3. NAME OF CONTRACTOR: [Insert.,Company Name l ("Contractor") CONTRACT NAME & PR03ECT NUMBER:FInsert-Rame of Original Contract & Project #, if appllc�able ORIGINAL CONTRACT DATE: rInsert Date Original Contract waL51gned 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 consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to ,add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title: and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, (including applicable alternates and WSST) Net Change by Previous Change Orders $ (ind. applicable WSST) Current Contract Amount (incl. Previous Change Orders) Current Change Order Applicable WSST Tax on this Chainge 1, Order Revised Contract Sum $ S. 208"'St. Road Repair &GLjardrail/t.incoln 24 April 1,91, 2017 Project Number: 16-300S Providerl to Builders �l.xchangc of WA, inc, v,,or usauc can(ht-,0n,,,, see ww,,,.b:Kv,,a.cozr Always VerifySca]. Original Time for Completion (insert date) ............ Revised Time for Completion under prior Change Orders (insert date) Days Required (±) for this Change working days Order ................. Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the alcove-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accelyts, that this Change Order constitutes 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. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior tothe effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. 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 rotten below. CONTRACTOR: CITY OF KENT: By: By: (signature) (siqnature) Print Name: Print fame: irrttlr LaPorte, P.E. Its Its Public Works Director (ride) DATE: DATE: APPROVED! AS TO, FORM- (apl)firable if Mayor's signature required) Kent Law Department 5, 208"' St. Roa,d repair &GLJardrall/Lmcoln 25 Apt 0 19, 201 Project Ntrriiber: 16-3005 Provi ded to Builders Excl-h'lrrkgQ ()"-r WA, 'C tar llrlsaqc� (,ondl dons Agroexen�. soc vpww�bxwa,.ccut - Aiway.s-, VerLfy Sca SIDD ER'S>NCH EC KLIST 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 nmy result in rejection.of any bid. Bidder's Package should include the following-. Bid,Document(Cover Sheet figed out with Bidder's Name ....................0 Order,of Contents.................................................................................0 Invitation to Bid...................................................................................0 ContractorCompliance Statement........................................................0 Date............................................................................................0 Have[have +not participated acknowledgment.............................0 'Signature and address ................................................................0 Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Date and signature .....................................................................E1 AdministrativePolicy...........................................................................0 Proposal...............................................................................................0 First line of proposal - filled in ...................................................0 Unit prices are correct ................................................................0 Bid the same unit price for asterisk (*) bid items.......................0 Minimum bid ;prices are correct...................................................0 Subcontractor List (contracts over $100K) ..........................................0 Subcontractorslisted properly....................................................0 Signature....................................................................................❑ Subcontractor List (contracts.over $1 million).....................................0 Subeon'tractors:listed ;properly....................................................0 Dateand signature .....................................................................0 Contractor's Qualification Statement ...................................................0 Completeand notarized ..............................................................0 Proposal Signature Page......................................................................0 All Addenda acknowledged .........................................................0 Date, signature and address .......................................................El BidBond Form .....................................................................................0 Signature, sealed and dated .......................................................0 Powerof Attorney.......................................................................0 (Amount of bid bond shall equal 50/o of the total bid amount) Combined Declaration Form.................................................................0 Signature....................................................................................0 Change Order Form..............................................................................0 Bidder's Checklist ................................................................................0 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 COMPLIANCE STATEMENT To be executed by the successful'bidder AFTER COMPLETION of this contract. S. 208'"St. Road Repair&Guardrail/Lincoln 26 April 19, 2017 Project Number: 16-3005 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal BOND#9819576 PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, NPM CONSTRUCTION CO as Principal, and LEXON INSURANCE COMPANY a Corporation organized and existing under the laws of the State of Washington, 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 $ 303,855.50 , 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. 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 South 208th Street Road Repair and Guardrail Installation/Project Number 16-3005 (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 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 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. S. 2081" St. Road Repair&Guardrail/Lincoln 27 April 19, 2017 Project Number: 16-3005 TWO WITNESSES: NPM CONSTRUCTION C 0 PRINCIPAL, enter incipal's name above) , ✓' i' aG` BY: ,, TITLE: GATE _ e 5_ DATE: 5- / ',, 1 ', CORPORATE SEAL: PRINT NA E GATE: i5l.2s e of LFXON INSURANCE COMPANY SURETY CORPORATE SEAL: BY: rCaBtarTV, DAVLNPORI GATE: 5"_ !7 TITLE: AT'I'C,>IINI?,Y-IN--FAC;'I" VoMr,& AGGRESS: 155 NE 100TH ST, STE 201 S m ATTLE,WA 98125 CERTIFICATE AS TO CORPORATESEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said band 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 CAR ASSISTANT SECRETARY S. 2081" St. Road Repair&Guardrail/Lincoln 28 April 19, 2017 Project Number; 16-3005 POWER OF ATTORNEY LX- 9819576 Lexon Insurance Company KNOW ALL MEN BY THESE PRESENTS, that LEXON INSURANCE COMPANY, a Texas Corporation, with its principal office in Louisville,Kentucky,does hereby constitute and appoint ROBERTD.OAVENPORT its true and lawful Attomey(s)-In-Fad to make, execute, seal and deliver for, and on its behalf as surety, and as its act and deed a PERFORMANCE SPAYMtENTBOND under bond or undertaking number 9819576 issued on behalf of NPM CONSTRUCTION CO as principal In the penal sum of$ 3n3,855.5o This authority is made under and by the authority of a resolution which was passed by the Board of Directors of LEXON INSURANCE COMPANY on the 1 a day of July,2003 as follows: Resolved,that the President of the Company is hereby authorized to appoint and empower any representative of the Company or other person or persons as Attomey-In-Fact to execute on behalf of the Company any bonds,undertakings,policies,contracts of Indemnity or other writings obligatory in nature of a bond not to exceed $ 303,855.50 dollars, which the Company might execute through its duly elected officers,and affix the seal of the Company thereto.Any said execution of such documents by an Attomey-In-Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company.Any Attomey-ln- Fact,so appointed,may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney. Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted,and the signature of the Assistant Secretary,and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certificate so executed and sealed shall,with respect to any bond of undertaking to which it is attached, continue to be valid and binding on the Company. IN WITNESS THEREOF, LEXON INSURANCE COMPANY has caused this instrument to be signed by its President,and its Corporate Seal to be affixed this 5th day of August,2015. LEXON INSURANCE COMPANY SEAL BY Da ld E.Campbell yr�e.,a+ President ACKNOWLEDGEMENT On this 5th day of August,2015,before me,personally came David E.Campbell to me known,who be duly swom,did depose and say that he is the President of LEXON INSURANCE COMPANY,the corporation described in and which executed the above instnment;that he executed sold instrument on behalf of the corporation by authority of his office under the By-laws of said corporation. '.u.u,„n.., 'u AMY TAYLOR Notary Public-Stale of Tennessee BY Davidson County Amy ylor My commission Exoirea 07 oa�s Nota Public CERTIFICATE I, the undersigned, Assistant Secretary of LEXON INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the forgoing is a true and correct copy,is in full force and effect and has not been revoked and the resolutions as set forth are now in force. Signed and Seal at Mount Juliet,Tennessee this 23rd Day of MAY ,2017 SEALBY Andrew Smith +� Assistant Secretary "WARNING:Any person who knowingly and with Intent to defraud any Insurance company or other person,files and application for Insurance of claim containing any materially false Information, or conceals for the purpose of misleading, information concerning any fact material thereto, commlts a fraudulent insurance act,which Is a crime and subjects such person to criminal and civil penalties." CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and NPM Construction Co., organized under the laws of the State of Washington, located and doing business at 25443 SE 184th St., Maple Valley, WA 98038 ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are 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: South 208th Street Road Repair and Guardrail Installation/Project Number 16-3005 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 2016 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 2016 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 twenty two (22) 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 all the work provided for in the Contract, except where the specifications allocate that responsibility to 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. 3. 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. S. 208"h St. Road Repair&Guardrail/Lincoln 29 May 25, 2017 Project Number: 16-3005 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. S. 2081'St. Road Repair & Guardrail/Lincoln 30 April 19, 2017 Project Number: 16-3005 CITY OF KE BY: C'te- t�ez fZ T COO E, MAYOR D ✓' ATT T KIMBERLEY A. K OTO, CITY CL APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR. BY: ca PRINT NAME: Na&& A�h*;110 TITLE: a'w'eK, DATE; S. 208`"' St. Road Repair & Guardrail/Lincoln 31 April 19, 2017 Project Number: 16-3005 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS 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 25 03 11 85. The City shall be named as an Additional Insured under the Contactor'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 10 11 85 or a form deemed equivalent, providing the Additional Insureds 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. S. 208"'St. Road Repair& Guardrail/Lincoln 32 April 19, 2017 Project Number: 16-3005 EXH I B I T 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 City. 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. Waiver of Subrogation 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. S. 208th St. Road Repair& Guardrail/Lincoln 33 April 19, 2017 Project Number: 16-3005 EXH I B I T A (Continued) F. Acceptabi9ity of insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. 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. S. 2081h St. Road Repair& Guardrail/Lincoln 34 April 19, 2017 Project Number; 16-3005 A�' �® DATE-(RAMOMYYYY) `.� CERTIFICATE OF LIABILITY INSURANCE 5/23/2017 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, EXiEI>vlD OR ALTER THE COVERAGE AFFORDED BY THE POLFCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate hokler is an ADDITIONAL INSURED,Ow pohicy(ies)must be endorsed. If SUBROGATION IS WANED,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 certifcate holder in lieu of such endorsement(sy PRODUCER CONTACT Wendy Parsons CONTACT HUMBLE 6 DAVENPORT INS BROKERS INC PHONE (425)226_8221 -� I(W No,. (425)255-9342 3500 Maple Valley Hwy ADDRESS: @humbledaveaport.com INSURERS)AFFORDING COVERAGE NAIC Renton WA 98058 ----_---- --- INSURERAOh10 Security Iri8 CO 24082 INSURED INSURERB:Travel—s Cas Ins Co of Amer 19046 Nando Perry Merlino INsuRERc:The Ohio Casualty-insurance Co 24074 DBA: NPM Construction Co INSURERD: - - --- ------------------- ------- 25443 SE 184th St INSURERE, Maple Valley WA 98038 INSURERF., COVERAGES CERTIFICATE NUMBERIM AUUMEL REVISION NUMBER. THIS IS TO CERTIFY THAT THE.POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR FAZZLIMI IPOLCY EFF ! POLICY EXP LTR, TYPE OF INSURANCE POLICY NUMBER LINTS X COMMERCIAL GENERAL LIABILITY _ EACH OCCURRENCE S 1,000,000 DAMAGE TO RENTED 1,000,000 A CLAIMS MADE '`R_,OCCUR [PREMISES Me xw") S X I Y I MM54857964 i 9/2/2016 i 9/2/2017 E MED EXP(Any one person) 15,000 PERSONAL 8 ADV INJURY $ 1,000,000 I G_EN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE j$ 2,000,000 POLICY j CT r_1 LOC I `I PRODUCTS-COMP/OP �AGG hSS 2,000,000 OTHER: AUTOMOBILE LIABILITY i COMBINED INGLE LIMIT `S 1,000,000 Ea 1 B X ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED I AUTOS X Y BAIC424929 7/24/2016 7/24/2017 !BODILY INJURY(Per accident)j S NON-OWNED ! i 1 I PROPERTY DAMAGE $ HIRED AUTOS AUTOS ' Per accident Undenrmad Motorists $ 1,000,000 3C j UMBRELLA L1A8 X OCCUR EACH OCCURRENCE I S 2,000,000 C EXCESS UAB CLAIMS-MADE AGGREGATE S 2,000,000 DED RETENTIONS X Y +EsOS4857964 9/2/2016 9/2/2017 S COENSATION ANWORKERS EM1 PLOYYERS LWBHJTY YIN f II, _._. STATUTE] X 1 ERTH T ANY PROPRIETOR/PARTNER/EXECUTIVE r— E.L.EACH ACCIDENT I S 1,000,000 OFFICER/MEMBER EXCLUDED? N NIA''A (Mandatory in NH) BXS54857964 9/2/2016 9/2/2017 E.L.DISEASE-EA EMPLOYEE S 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below :'IA STOP GAP E L.DISEASE-POLICY LtMrr I S 1,000,000 I ` I DESCRIPTION OF OPERATIONS i LOCATIONS f VEHICLES (ACORD 101,AddltIonal Remarks Schedule.may be attached It more space Is required) PROJECT: South 208th Street Road Repair and Guardrail Installation. Project #16-3005. City of Kent Public Works Department is named as additional insured with respects to the operations of the named insured per form CG8810. Coverage is primary and non-contributory and waiver of subrogation applies. Completed operations apply per form CG8583- Per project aggregate applies per form CG8870. Additional Insured Status Applies to the Auto Liabililty, the coverage is primary 6 non-contributory and waiver of subrogation applies per form CAT420. Umbrella Liability follows form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Public Works Department ACCORDANCE WITH THE POLICY PROVISIONS. 400 West Gowe Kent, Rk 98032 AUTHORMED REPRESENTATIVE Wendy Parsons/WENDY ®19M2014.ACORD(?ORATION. All rights reserved. ACORD 25-(20141011) The ACORD name and logo are registered marks of ACORD 'INS025(2nunil Coverage Is Provided In: Policy Number: Liberty Ohio Security Insurance Company BKS (17) 54 85 79 64 Mutual. Policy Period: INSURANCE From 09/02/2016 To 09/02/2017 Common Policy Declarations 12:01 am Standard Time at Insured Mailing Location Named Insured Agent NANDO PERRY MERLINO (425) 226-8221 DBA NPM CONSTRUCTION HUMBLE & DAVENPORT INS BROKERS INC SUMMARY OF LOCATIONS This policy provides coverage for the following under one or more coverage parts. Please refer to the individual Coverage Declarations Schedules, or, the individual Coverage Forms for locations or territory definition for that specific Coverage Part. 0001 25443 SE 184th St, Maple Valley, WA 98038-7304 POLICY FORMS AND ENDORSEMENTS This section lists the Forms and Endorsements for your policy. Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE CG 00 01 04 13 Commercial General Liability Coverage Form - Occurrence CG 01 81 05 08 Washington Changes CG 01 97 12 07 Washington Changes -Employment-Related Practices Exclusion CG 04 42 11 03 Stop Gap - Employers Liability Coverage Endorsement - Washington CG 04 50 05 08 Washington Changes -Who Is An Insured CG 21 06 05 14 Exclusion - Access Or Disclosure Of Confidential Or Personal Information And Data-Related Liability -With Limited Bodily Injury Exception CG 21 70 01 15 Cap on Losses from Certified Acts of Terrorism CG 21 76 01 15 Exclusion of Punitive Damages Related to a Certified Act of Terrorism CG 21 86 12 04 Exclusion - Exterior Insulation and Finish Systems CG 21 96 03 05 Silica or Silica-Related Dust Exclusion R CG 22 79 04 13 Exclusion - Contractors - Professional Liability CG 24 26 04 13 Amendment of Insured Contract Definition CG 26 77 12 04 Washington - Fungi or Bacteria Exclusion CG 84 94 12 08 Exclusion - Consolidated Insurance Programs Wrap-Up CG 84 99 08 09 Non-Cumulation Liability Limits Same Occurrence In witness whereof, we have caused this policy to be signed by our authorized officers. D.,'A9. J�I *T- Dexter Legg Paul Condrin Secretary President To report a claim, call your Agent or 1-800-362-0000 DS 70 21 01 08 07/21/16 54857964 N0265728 235 NCXFPPNO INSURED COPY 001498 PAGE 14 OF 120 Coverage is Provided In: Policy Number: Liberty Ohio Security Insurance Company BKS (17) 54 B5 79 64 Mutual. Policy Period: INSURANCE From 09/02/2016 To 09/02/2017 Common Policy Declarations 12:01 am Standard Time at Insured Mailing Location Named Insured Agent NANDO PERRY MERLINO (425)226-8221 DBA NPM CONSTRUCTION HUMBLE & DAVENPORT INS BROKERS INC POLICY FORMS AND ENDORSEMENTS - CONTINUED This section lists all of the Forms and Endorsements for your policy. Refer to these documents as needed for x detailed information concerning your coverage. �— FORM NUMBER TITLE CG 85 83 04 13 Blanket Additional Insured Contractors - Products - Completed Operations s CG 88 10 04 13 Commercial General Liability Extension CG 88 70 12 08 Construction Project(s)-Gencral Aggregate Limit (Per Project) CG 88 77 12 08 Medical Expense At Your Request Endorsement CG 89 27 1009 Washington Exclusion -Asbestos CG 91 98 06 15 Disclosure and Notice Concerning Fully Earned and Minimun Premium Endorsements CL 01 03 03 10 Common Policy Conditions - Washington CL 04 65 01 01 Loss Payable Endorsement - Washington CL 06 00 01 15 Certified Terrorism Loss CL 07 00 10 06 Virus or Bacteria Exclusion CM 76 13 07 13 Waiver of Theft Deductible IL 01 23 11 13 Washington Changes - Defense Costs IL 01 46 08 10 Washington Common Policy Conditions IL 01 98 09 08 Nuclear Energy Liability Exclusion Endorsement (Broad Form) IM 20 97 04 04 Amendatory Endorsement -Washington IM 70 00 04 04 Contractors' Equipment Coverage IM 71 00 06 04 Installation Floater Coverage IM 79 02 05 04 Loss Payable Schedule To report a claim, call your Agent or 1-800-362-0000 DS 70 21 01 08 07/21/16 54857984 N0265728 235 NCXFPPNO INSURED COPY 001498 PAGE 15 OF 120 COMMERCIAL GENERAL LIABILITY CG 88 70 12 08 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONSTRUCTION PROJECT(Sf-GENERAL AGGREGATE LIM1T (PER PROJECT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. for all sums which the insured becomes legally obligated to pay as damages caused by"occurrences" under Section I—Coverage A-Bodily Injury And Property Damage Liability,and for all medical expenses caused by accidents under Section]—Coverage C Medical Payments,which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. A separate Construction Project General Aggregate Limit applies to each construction project, and that firrrit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A,except dan ,,because of bodily injury'or,"property damage" included in the"products-completed operations hazard",arid for medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or"suits"brought;or C. Persons or organizations,making.ciaims or Dinging"suits". 3. Any Payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Construction Project General Aggregate Limit for that construction project. Such payments shall not reduce:the General Aggregate.Limit shown in the Declarations nor shall they reduce any other Construction Project General Aggregate Limit for any other construction project. 4. The limits shown in the Declarations for Each.Occurrence,Fire Damage and Medical Expense continue to apply.However,instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Construction Project General Aggregate Cirml B. for all.sums which the insured becomes legally obligated to pay as damages caused by"occurrences" under Sec6n 4—Coverage A-Bodily hqury And property Damage Liability,and for all mewl expenses caused by accidents under Section I—Coverage C medical!Payments,which cannot be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available:under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit,whichever is applicable;and 2. Such payments shall not reduce any Construction Project General Aggregate Limit. ` C. When coverage for liability arising out of the"products-completed operations hazard"Is provided,any payments for damages because of bodily injury"or"property damage included in the"products- completed operations hazard"will reduce the Products-Completed Operations Aggregate'Limit,and not f reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit. t D. ff the applicable construction project has been abandoned,delayed,or,abandoned:and then restarted,or if the authorized contracting parties deviate from plans.blueprints,designs,specftations or timetables, the project will stilt be deemed to be the same construction project. s E. The provisions of Section 111-Limits Of hwurance not otherwise modified by this endorsement shall cordinue to apply. t s s r CG 88 70 12 08 includes copyrighted material of ISO Properties,Inc.,whim 1s permission. Page 1 of 1 t i i i COMMERCIAL GENERAL LIABILITY CG 88 10 0413 THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ.IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This,endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE pART INDEX SUBJECT PAGE NON-OWNED AIRCRAFT 2 NON-OWNED WATERCRAFT 2 PROPERTY DAMAGE UABILITY-ELEVATORS 2 a EXTENDED DAMAGE TO PROPERTY RENTED TO-YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS -COVERAGES A AND B 3 ADDITIONAL INSUREDS -BY CONTRACT, AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY- ADDITIONAL INSURED EXTENSION g ADDITIONAL INSUREDS. -EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" 6 WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORSIMALPRACTICE AND WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES g NEWLY FORMED OR ADDITIONALLY ACQUIRED.ENTITIES y FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE,CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 BODILY INJURY REDEFINED' 7 EXTENDED PROPERTY DAMAGE 8 WAVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US- 8 WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU e 2013 Liberty Mutual Insurance Cl;.$8 10 04 13 Includes copyrighted material of Insurance.Services Offxe,Inc.,with its permission. Page 1 of 8 r With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2.Exclusions of Section i -Coverage A- Bodily injury And Property Damage Liability, exclusion g.Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is hot owned by any insured; 2- It is hired, chartered or loaned with a trained, paid crew, 3. The pilot In command holds.a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used.to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible Insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2.Exclusions pf Section f-Coverage A-Bodily ir*uy And Property� Y Damage Liability, Subparagraph (2)of exclusion g.Aircraft, Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than-52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY-DAMAGE LIABILITY-ELEVATORS 1. Under Paragraph 2. Exclusions of Section I-Coverage A-Bodily Injury And Property Damage Liabil- ity, Subparagraphs (3), (4).and (6) of exclusion J.Damage To Property do not apply if such "property damage" results ffiam the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in autorriobiie service or repair operations. 2. The following is added to Section IV -Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The 'Insurance afforded by this provision of this endorsement is excess over any property insurance, Weather primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part: 1. -Under Paragraph 2.Exclusions of Section 1-Coverage A-'Bodily Injury and Property Damage LfabiTrty: a. The fourth from the last paragraph of exclusion 1. Damage To Property is replaced by the follow- ing: Paragraphs (11), (3)and(4)of this exclusion do not apply to"property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: ij Premises rented to you for a period of 7 or fewer consecutive days; or (0) Contents that you rent or lease as part of.a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate .fnnit of Insurance applies to this coverage as described in Section Of - Limits of Insurance. 2013 Liberty Mutual.insurance. CG 88 10 0413 Includes copyrighted material of Insurance Services Office,Inc.,with its,permission. Page 2 of 8 b. The last paragraph of subsection 2.Exclusions is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic :e protection systems to prerrieses while rented to.yoir or temporarily occupied by you with permission ,of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section ill-Limits Of insurance; 2. Paragraph:6:under Section III-Limits Of insurance is replaced by the following 6. Subject to'Paragraph S.above, the Damage To Premises Rented To You unit is the most we will pay under Coverage A for damages- because of"property damage" to: a. Any one premise. (2)° While rented to you; or (2) 'While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection sys- tems; or �. b. Contents that you rent or lease-as part of a premises rental .or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) -Paragraph 9�a.of Definitions is replaced with the following: 0 9.a.A contract for a lease:,of premises. however, that :parfion of he contract for a lease of premises $ that indemnifies any person or organization for damage by. fire, lightning, explosion, smoke, or .leakage from automatic fire protection system to premises while rented to you or temporarily occupied by you with the perrniseiorx of the owner, or.for:damage to contents of such premises that are.included in your premises rental or Tease agreement,, is not an"insured 'contract". E. MEDICAL PAYMENTS EXTENSION „ if Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1.Ensuring Agreement of Section I-Coverage C-Medical Payments, Subparagraph (b) of.Paragraph a.is replaced by the following: (Is) The,expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION :OF SUPPLEMENTARY PAYMENTS -COVERAGES A AND B 9. Under Supplementary Payments -Coverages A and B.Paragraph 9.b.is replaced by the following: b. Up to $3,000 for cost of bail band required because of accidents or traffic law violations arising out of the.use of any vehicle to whicii tha Bodily ,lniury Liability Coverage applies. We do not have to furnish these bonds. 2. :Paragraph IAL is replaced by the following: d. All reasonable. expenses incurred by the insured at our request to assist us in the investigation or 'defense.'of.--the claim or "suit", including actual toss of earnings .up to $500 a day because of time off from work. G. ADDITIONAL INSUREDS -BY CONTRACT, AGREEMENT OR PERMIT 1. Paragraph 2. under.Section ll-Who Is An Insured is amended to include as an insured any person or .or ganlzaftorn whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for "bodily injury", "property damage" or"personal and advertising injury" caused in whole or-In part by: a Your acts or ornrssions, or the acts or omissions of those acting on your behalf, in ttte performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the "bodily injury" or "property damage" occurs,_ or the "per- sonal and advertising injury" is committed, subsequerit to the signing of such written contract or written agreement; or 0 20i3Uberty Mutual Insurance CG li8 10.04 9.3 Includes copyrighted material of Insurance Services Office,Inc..with its permisslon. Page 3 of 8 b. Premises.or faciities rented by you or used by you; or c. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; :or d. Operations performed by you or on your behalf for which the state or poetical subdivision has issued a permit subject. to the following additional provisions: (.1) This insurance does not apply to "bodily injury", "property damage", or "personal and ad- vertising injury" arising out of the operations. performed for the state or political subdivision; (2) This insurance does not apply to "bodily injury" or "property dama9e" included within the "completed operations hazard". (3) Insurance applies .to prernises you own, rent, or control but only with respect to the following hazards: (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal notes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar expo- sures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However. 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insur- ance afforded to such addifoeal irmured will not be broader titan that which'you are required by the contract or.agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or orgaNzation's status as an additional insured under this endorsement ends when: (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. With respect to Paragraph 1 b. above, a°person's or arganization's status as an additional insured .under this endorsement ends when their written contract or written agreement with you for such premises or facirdies ends. a a With respects to Paragraph 1.c.'above, this insurance does not apply to any "occurrence" which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to:the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement Is signed prior to the "bodily injury" or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event'Of Occurrence,: Offense, Claim Or Suit under Section iv -Commercial Gmneraf UabRy Coredb. Lions. 2013 Liberty Mutual insurance CG 88 10 04 13 Includes copyrighted material of insurance Services Office,Inc.,with its permission. Page 4 of 8 2. With respect to the, insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section 1-Coverage A-Bodily Injury And Property Damage Liability: This insurance does not apply to: a. "Bodily injury" or"property damage" arising from the sole negligence of the additional insured. b. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where such "bodily injury' or"property damage" occurs. c. 'Bodily injury!', "property damage" or"personal and advertising injury" arising out of the render- ing of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing; to prepare or approve, maps; shop drawings, opinions, s— reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection. architectural or engineering activities. ��- This exclusion applies even If the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, 'employment, training or monitoring of others by that insured, if the "occur- rence" which caused the "bodily injury" or ",property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying ,services. 8 d. "Bodily injury" or"property damage" occurring. after. (1) AV 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. .e. Any person or organization specifically designated as an additional insured for ongoing operations by.a separate ADDITIONAL INSURED -OWNERS, 'LESSEES OR CONTRACTORS endorsement is- sued by us and made a part of tiff po5cy. 3. With respect to the insurance afforded to.these additional insureds, the following is added to Section Ili -Limits Of Insurance: if coverage provided to the additional insured is required by a contract. or agreement, the most we will pay.on behalf of the additional insured is Ahe amount of insurance: a. Required by ttte contract or agreement or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable limits of Insurance shown in the Declaratio ns. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENS90M This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement sander this policy. Condition 4.Other Insurance of SECTION IV -COMMERCIAL GENERAL LIABILITY CONDITIONS is amend- ed as follows: a. The fofiowing is added to Paragraph a.Primary Insurance: If an additional insured's policy has an Other insurance provision making, its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary, and nencontnbutory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. 0 2013Ltlseciy Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Oltioe,Inc.,with its permission. Page 5 of 8 b. The following is added to Paragraph b.Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an.equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional .insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the addi- tional insured is designated as a Flamed Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insuranee whether prirriary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. 1. ADDITIONAL INSUREDS -EXTENDED PROTECTION OF YOUR"LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following Is added to Condition Z Duties in The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an"occurrence" or an offense that may result In a claim or"suit" under this insurance to us; b.. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part, d. We.have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a"suit" by the additional insured, 2. The limits of insurance applicable to the additional insured are those specified in a,written contract or written 'agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III - Limits of Insurance of this policy, whichever are less. These limits are Inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS/MALPRACTICE WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES Paragraph 2.a.(1).of Section If-Who Is An Insured is replaced with the following: (1) "Bodily injury" or"personal and advertising. injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee" while in the course of his or her employ- ment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co-"employee" or "volunteer worker" as a consequence of Paragraph (1)(a)above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1)(a)or(b) above; or (d) 'Arising out of`his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health rare services or providing profes- sional health care personnel to others, or if coverage for providing professional' health care ser- vices is not otherwise excluded by separate endorsement, this provision (Paragraph (d))does not apply. Paragraphs (a) and,(b)above do not apply to"bodily injury" or"personal and advertising injury" caused by an"employee" who is acting in a supervisory, capacity for you. Supervisory opacity as used herein means the "employees" job. responsibilities assigned by you,':includes the direct supervision} of Omer "employ- ees" of yours. However, none of these "employees" are insureds for "bodily injury" or "personal and O 20931.1berty Muli al Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office.Inc.,with its permission. Page 6 of 8 advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause "bodily injury" or."personal and advertising injury', or caused in whole or in part by their intoxica- tion by liquor or controlled substances. The coverage provided by provision J.is excess over any other valid and collectable insurance available to your"employee". K. :NEWLY'FORMED'OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3.of Section U-Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which- you maintain ownership or majority interest, will qualify as 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 expiration of the policy period in ,--_ which the entity was acquired or formed by you: b. Coverage.A does not apply to "bodily injury' or"property damage" that occurred before you p � acquired or formed the organization; and s — c. Coverage 8 does not apply to 'personal and advertising injury' arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership, joint s venture or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND'.PRIOR OCCURRENCES Under Section IV-Commercial General Liability Conditions, the following is added to Condition 6.Repre- sentations: " Your failure to disclose all hazards or prior "occurrences" existing as of the inception date of the policy shall not:prejudice the coverage afforded by this.policy provided such failure to disclose all hazards or prior 'occurrences* is not intentional. M. KNOWLEDGE OF OCCURRENCE,OFFENSE,CLAIM OR SUIT Under Section N -Commercial General Liability Conditions, the following is added to Condition 2. Duties Jn The(Event of Ocrurrnce, Offense, Nairn Or Suit: Knowledge of an "occurrence", offense, claim or "suit' by an agermt, servant or "employee" of any insured shall not itself constitute knowledge of the lrumed unless an insured listed under Paragraph 1. 0 f Section It-Who Is An Insured or a peon who•has been designated by them to receive reports of "occurrences", offenses, claims or"suits" shall have received such notice from -the agent, servant or nemnloyW. N_ UBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is a effective in your state. O. BODILY INJURY REDEFINED Under Section V-Definitions, Definition 3.is replaced by the following: 3. "Bodily injury" means physical injury, sickness or disease sustained by a person. This Includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sick- ness or disease. O 2013 Liberty Mutual Insurance CG 88 10 04 13 Indudes copyrighted material of Insurance Services 0111ce,Inc.,with its permission. Page 7 of 8 K EXTENDED PROPERTY DAMAGE Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE UABILITY is replaced by the foflowing: a. Expected Or Intended Injury "13od'dy injury" or"property .damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury or'property damage" resulting from the use of reasonable force to'protect persons or,property. Q. WAIVER OF TRANSFER,OF RIGHTS OF RECOVERY AGAINST OTHERS TO EIS -WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH;YOU Under Section IV-Comrnendai General Ltabiffty Condeions, tthe following is added to Condition 8.Trans- fer Of Rights'Of Recovery Against'Others To Us, We waive any right of recovery,we may trave against a person-or organization because of payments we make for injury or damage arising out of: your ongoing 'operations or `your work" done under a contract' with that person or organization and included in the "products-completed operations hazard" provided: 1. You .and that person .or organization have. agreed In writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agree- ment 3 ® 2013Liberty Mutual-insurance CG•88 10.0413 Includes copyrighted material of Insurance Sercikes Office,Inc..with pits permission. Page 8 of 8 COMMERCIAL GENERAL LIABILITY CG 85 83 0413 THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED CONTRACTORS—P;RODUCTSICOMPLETED OPERATIONS This endorsement modifies insurance provided under the following-- COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Paragraph 2.under Section Ii—Who is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract or written agreement.Such person or organization is an additional insured but only with respect to liability for "bodily injury"or"property damage": 1. Caused by"your work"performed for that additional insured that is the subject of the written contract or written agreement;and 2. Included in the"products-completed operations hazard". However. ay The insurance afforded to such additional insured only applies to the extent permitted by law;and bj If coverage provided to the additional insured is required by a contract or agreement,the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured i The insurance provided by this endorsement applies only if written contract or written agreement is signed prior to the"bodily injury'or"property,damage'. We have no duty to defend an additional insured;under this endorsement unl we receive written notice of a"suit"by the additional insured as required in Paragraph b.of Condition 2.Duties In The Event Of Occurrence,Offense,Claim Or Suit under Section IV—Commercial General Liability Conditions. f B. With respect to the insurance provided by this endorsement,the following are added to Paragraph Exclusions under Section I—Coverage A—Bodily Injury And Property Damage Liability: s This insurance does not apply to: 1. "Bodily-injury"or"property damage"that occurs,prior io you commencing operations at the location where such"bodily injury"or"property damage"occurs. i 2. "Bodily injury"or"property damage"arising out of the rendering of,or the failure to render,any j professional architectural,engineering or surveying services including: I a. The preparing,approving or failure to prepare or approve,maps,shop drawings, opinions, reports,surveys,field orders,change orders or drawing and specifications;and I b. Supervisory,inspection,architectural or engineering activities. i f ®2013 Liberty Mutual lnsurance CG 86 83 04 13 Includes copyrighted material of Insurance Services Office.Ina,witty Its permission. Page 1 of 2 I i i i C. With respect to the insurance afforded by this endorsement,exclusion L Damage To Your Work of Paragraph 2.Exclusions under Section I—Coverage A—Bodify injury And Property Damage Liability is replaced by the following: I. Damage To Your Work "Property damage"to"your work'arising out of it or any part of it and included in the"products- completed operations hazard". D. With respect to the insurance afforded to these additional insureds,the following is added to Section If— f< m is of Insurance: If coverage provided to the additional insured is required by a contract or agreement,the most we wig pay on behalf of the additional insured is the amount of insurance: 1. Required by contract or agreement,or 2. Available under the applicable Limits of Insurance shown in the Declaration. whichever is Ins. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. E. With respect to the insurance afforded by this endorsement, Section IV—Commercial General Liability Conditions is amended as follows: 1. The following is added to Paragraph 2.Deities In The Event Of Occurrence,Offense,Claims Or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an"occurrence"or an offense that may result in a claim or"suit" under this insurance to us; b. Tender the defense and indemnify of any claim or"suit"to all insurers whom also have insurance available to the additional insured;and C. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a"suit"by the additional insured. 2. Paragraph 4.of Section IV—Commercial General Liability Conditions is amended as follows: a. The following is added to Paragraph a.Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess,and you have agreed in a written contract or wrifen agreement to provide the additional insured coverage on a primary and noncontributory basis,this policy shall be primary and we wilt not seek contribution from the additional insureds policy for damages we cover. b. The following is added to Paragraph b.Excess insurance: i When a written contract or written agreement,other than a premises lease,facilities l rental contract or agreement,an equipment rentat or lease contract or agreement,or i permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory,this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. r Regardless of the written agreement between you and an additional insured,this insurance is excess over any other insurance whether primary,excess,contingent or on any other basis for which the additional insured has'been added as an additional insured on other policies. i (D 2013 Ulerty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of insurance Services Office.Inc.,with its permission. Page 2 of 2 TRAVELERS J� POLICY NUMBER: BA-i C424929-16-SEL EFFECTIVE DATE: 07-24-16 ISSUE DATE: 06-1 3-1 6 LISTING OF FORMS, ENDORSEMENTS AND SCHEDULE NUMBERS THIS LISTING SHOWS THE NUMBER OF FORMS, SCHEDULES AND ENDORSEMENTS BY LINE OF BUSINESS. IL TO 02 11 89 COMMON POLICY DECLARATIONS IL T8 01 10 93 FORMS, ENDORSEMENTS AND SCHEDULE NUMBERS IL TO 05 06 10 COMMON POLICY CONDITIONS-WASHINGTON COMMERCIAL AUTOMOBILE CA TO 01 02 15 BA- COVERAGE PART DECS (ITEMS 1 & 2) CA TO 02 02 15 BA COVERAGE PART DECS (ITEM 3) CA TO 03 02 15 BA COVERAGE PART DECS (ITEMS 4 & 5) CA TO 31 02 15 TABLE OF CONTENTS-BUSINESS AUTO COV FORM CA 00 01 10 13 BUSINESS AUTO COVERAGE FORM CA T4 20 02 15 AUTO COVERAGE PLUS ENDORSEMENT CA T4 59 02 15 AMENDMENT OF EMPLOYEE DEFINITION CA 01 35 10 13 WASHINGTON CHANGES INTERLINE ENDORSEMENTS • IL T4 12 03 15 AMNDT COMMON POLICY COND-PROHIBITED COVG IL 01 23 11 13 WASHINGTON CHANGES - DEFENSE COSTS IL 01 98 09 08 NUCLEAR ENERGY LIABILITY EXCLUSION a o o Ow �rrr 01 O� tJ O�w r� O^ O� •mow m� a� IL T8 01 10 93 PAGE : 1 OF 1 000666 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO COVERAGE PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE-This endorsement broadens coverage. However,coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only.Imitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights,duties, and what is and is not covered. A. BLANKET ADDITIONAL INSURED H. AUDIO, VISUAL AND DATA ELECTRONIC B. EMPLOYEE HWED AUTO EQUIPMENT-INCREASED LIMIT C. EMPLOYEES AS INSURED L WAIVER OF DEDUCTIBLE-GLASS D. SUPPLEMENTARY PAYMENTS - INCREASED J. PERSONAL PROPERTY LWTS K. AIRBAGS E. TRAILERS-INCREASED LOAD CAPACITY L. AUTO LOAN LEASE GAP F. .HIRED AUTO PHYSICAL DAMAGE M. BLANKET WAIVER OF SUBROGATION G. PHYSICAL DAMAGE - TRANSPORTATION EXPENSES-INCREASED LIMIT A. BLANKET ADDITIONAL INSURED performing duties related to the conduct of The following is added to Paragraph A.I.,1A w Is your business. An Insured, of SECTION Il-COVERED AUTOS 2. The following replaces Paragraph b. in B.S., _ LIABILITY COVERAGE: Other Insurance, of SECTION IV - BUSt- Any person or organization who is required under NESS AUTO CONDITIONS: a— a written contract or agreement between you and b. For Hired Auto Physical Damage Cover- that person or organization, that is signed and age,the following are deemed to be cov- executed by you before the "bodily injury" or ered"autos"you own: "property damage" occurs and that is in effect during the policy period,to be named as an addi- (1) Any covered "auto" you lease, hire, tional 'inured is an "insured" for Covered Autos rent or borrow: and Liability Coverage,but only for damages to which (2) Any covered"auto"hired or rented by this insurance applies and only to the extent that your "employee" under a contract in person or organization qualifies as an "insured" an "employee's" name, with your „ under the Who Is An Insured provision contained permission, while performing duties in Section 11. related to the conduct of your busi- B. EMPLOYEE HIRED AUTO ness. �"-=- 1. The following is added to Paragraph A.1., However, any"auto"that is leased, hired, Who Is An,Insured, of SECTION tl -COV- rented or borrowed with a driver is not a covered"auto". ERED AUTOS,L,IABILITY COVERAGE: An "employee" of yours is an "insured" while C. EMPLOYEES AS INSURED operating a covered "auto" hired or rented The following is added to Paragraph A.1.,Who Is '— under a contract or agreement in an "ern- An Ind,of SECTION R-COVERED AUTOS ployee's" name, with your permission, while LIABILITY COVERAGE: CA T4 20 02 15 ®201 s The Travelers Indemnity Company.Alf rights reserved. Page 4 of 3 trtctudes copyrighted material&Insteance 5ervrAs Ofce,Inc.with its permasion. aaasm COMMERCIAL AUTO Any"employee"of yours is an"insured"while us- (2) An adjustment for depreciation and physical ing a covered"auto"you don't own,hire or borrow condition will be made in determining actual in your business or your personal affairs. cash value in the event of a total "loss". D. SUPPLEMENTARY PAYMENTS — INCREASED (3) if a repair or replacement results in better LIMITS than like kind or quality,we will not pay for the 1. The following replaces Paragraph A.2.a.(2)of amount of betterment. SECTION It—COVERED AUTOS UABILITY (4) A deductible equal to the highest Physical COVERAGE: Damage deductible applicable to any owned (2) Up to $3,000 for cost of bail bonds (in- covered"auto". cluding bonds for related traffic law viola- (5) This Coverage Extension does not apply to: tions) required because of an "accident" (a) Any "auto" that is hired, rented or bor- we cover. We do not have to furnish rowed with a driver,or these bonds. (b) Any "auto" that is hired, rented or bor- 2. The following replaces Paragraph A.2.a.(4)of SECTION II—COVERED AUTOS UABIUTY rowed from your"employee". COVERAGE: G. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT (4) All reasonable expenses incurred by the "insured" at our request, including actual The following replaces the first sentence in Para- loss of earnings up to $500 a day be- graph A.4.a., Transportation Expenses, of cause of time off from work. SECTION III — PHYSICAL DAMAGE COVER- E. TRAILERS—INCREASED LOAD CAPACITY AGE: The following replaces Paragraph C.1. of SEC- We will pay up to $50 per day to a maximum of T t COVERED AUTOS: $1,� for temporary transportation expense in- curred by you because of the total theft of a cov- 1. "Trailers" with a load capacity of. 3.000 ered"auto"of the private passenger type. pounds or less designed primarily for travel H. AUDIO, VISUAL AND DATA ELECTRONIC on public roads. EQUIPMENT—INCREASED LIMIT F. HIRED AUTO PHYSICAL DAMAGE Paragraph C.1.b. of SECTION III — PHYSICAL The following is added to Paragraph A.4., Cover- DAMAGE COVERAGE is deleted. age Extensions, of SECTION III — PHYSICAL 1. {WAIVER OF DEDUCTIBLE—GLASS DAMAGE COVERAGE: The following is added to Paragraph D.,Deducti- Hired Auto Physical Damage Coverage ble, of SECTION III — PHYSICAL DAMAGE If hired "autos" are covered "autos" for Covered COVERAGE: Autos Liability Coverage but not covered "autos" No deductible for a covered "auto" will apply to for Physical Damage Coverage, and this policy glass damage if the glass is repaired rather than also provides Physical Damage Coverage for an replaced. owned "auto", then the Physical Damage Cover- J. PERSONAL PROPERTY age is extended to "autos" that you hire, rent or The following is added to Paragraph A.4., Cover- age Extensions, of SECTION M — PHYSICAL (1) The most we will pay for "toss" to any one DAMAGE COVERAGE: "auto" that you hire, rent or borrow is the Personal Property Coverage lesser of: We will pay up to $400 for "loss" to wearing ap- (a) $50,000; parel and other personal property which is: (b) The actual cash value of the damaged or (i) Owned by an"insured"; and stolen property as of the time of the (2) in or on your covered"auto". "loss";or This coverage only applies in the event of a total (c) The cost of repairing or replacing the theft of your covered"auto". damaged or stolen property with other No deductibles apply to Personal Property cover- property of like kind and quality. age_ Page 2 of 3 ®2015 The Travelers Indemnity Company.A4 rigNs reserved. CA T4 20 02 15 Includes copyrighted material of bmurance services Office.Inc.vidh fis permisslon. COMMERCIAL AUTO K. AIRBAGS (2) Any: The following is added to Paragraph B.3., Exctu- (a) Overdue tease or loan payments at the sions, of SECTION Olt — PHYSICAL DAMAGE time of the"loss"; COVERAGE: Exclusion 3.a. does not a to "loss" to one w (b) Financial penalties imposed under a apply lease for excessive use, abnormal wear more airbags in a covered"auto"you own that in- and tear or high mileage; flate due to a cause other than a cause of"loss" set forth in Paragraphs A.1.b. and A.1.c., but (c) Security deposits not returned by the les- only: sor, a. If that "auto" is a covered "auto" for Compre- (d), Costs for extended warranties,Credit Life hensive Coverage under this policy; Insurance, Health, Accident or Disability b. The airbags are not covered under any war- Insurance purchased with the loan or ranty; and lease; and c. The airbags were not intentionally inflated. (e) Carry-over balances from previous loans or teases. We will pay up to a maximum of 51,000 for any M. BLANKET WAIVER OF SUBROGATION one"loss". L. AUTO LOAN LEASE GAP The following replaces Paragraph A.S., Transfer Of Rights Of Recovery Against Others To Us, The following is added to Paragraph AA., Cover- of SECTION IV — BUSINESS AUTO CONDI- age 'Extensions, of SECTION Ili — PHYSICAL TIONS: DAMAGE COVERAGE: Auto Loan Lease Gap Coverage for Private S. Transfer Of Rights Of Recovery Against Passenger Type Vehicles Others To Us In the event of a total"loss"to a covered"auto"of We waive any right of recovery we may have the private passenger type shown in the Schedule against any person or organization to the ex- or Declarations for which Physical Damage Cov- teat required of you by a written contract exe- erage is provided,we will pay any unpaid amount wed prior to any "accident" or "loss", pro- due on the lease or loan for such covered "auto" vided that the"accident'or"loss"arises out of less the following: the operations contemplated by such cony "— 11) The amount paid under the Physical Damage tract.The waiver applies only to the person or �= Coverage Section of the policy for that"auto"; organization designated in such contract. —. and o= o a= o= o o= a o m� CA T4 20 02 15 0 2Di5 The Travelers Indemnity Company.Ali rights reserved. Page 3 of 3 includes copyrighted material of insurance Scwices Office.Inc.with its permission. 000881 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQU I REMENTS ..................................... 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 .......................................................... 1-5 1-05 Control of Work .............................................................. 1-8 1 -06 Control of Material .......................................................... 1-13 1-07 Legal Relations and Responsibilities to the Public................. 1-15 1-08 Prosecution and Progress ................................................. 1-18 1-09 Measurement and Payment ...................I.......................... 1-22 1-10 Temporary Traffic Control ................................................ 1-24 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-3 2-06 Subgrade Preparation...................................................... 2-4 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 7-01 Drains........................................................................... 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....................................................... 8-8 8-04 Curbs, Gutters, and Spillways........................................... 8-9 8-11 Guardrail ....................................................................... 8-9 8-21 Permanent Signing.......................................................... 8-12 8-22 Pavement Marking .......................................................... 8-13 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-14 Erosion Control and Roadside Planting ............................... 9-2 S. 208'h St. Road Repair& Guardrail/Lincoln April 19, 2017 Project Number: 16-3005 KENT SPEC 1 AL PROV I S I ONS TABLE OF CONTENTS PAGE KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFF I C CONTROL PLANS .............................................................. A-3 PREVAILING WAGE RATES.............................................................. A-4 S. 20811'St. Road Repair& Guardrail/Lincoln April 19, 2017 Project Number: 16-3005 DENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2016 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. D I V I S I ON 1 - GENERAL REQU I REMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BY ADDING 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 N I C 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: 1 . What work will be done, and by when; 2. Who provides labor and materials; and S. 2081" St. Road Repair& Guardrail/Lincoln 1 - 1 April 19, 2017 Project Number: 16-3005 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 (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), 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: 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. SECTION 1-01.3, "DEFINITIONS" ►S SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: 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 solejudgment, S. 208`"St. Road Repair& Guardrail/Lincoln 1 - 2 April 19, 2017 Project Number: 16-3005 determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). 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, up to ten (10) copies of the plans and Kent Special Provisions. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. 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 KentWA.gov/procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, 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 IS 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 S. 208t" St. Road Repair& Guardrail/Lincoln 1 - 3 April 19, 2017 Project Number: 16-3005 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 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. 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 1-02.9 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: 1-02.1 O 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 BYDELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 1 rregular Proposals a. The bidder is not prequalified when so required. S. 208t"St. Road Repair & Guardrail/Lincoln 1 - 4 April 19, 2017 Project Number: 16-3005 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 1S DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract 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 S. 208"'St. Road Repair& Guardrail/Lincoln 1 - 5 April 19, 2017 Project Number: 16-3005 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 FOLLOWINGS 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 ►S REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 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 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. S. 20814 St. Road Repair& Guardrail/Lincoln 1 - 6 April 19, 2017 Project Number: 16-3005 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 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the 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 other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the 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 rights of entry, permits and 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 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 Z 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, paving, or temporary erosion control measures. S. 2081h St. Road Repair & Guardrail/Lincoln 1 - 7 April 19, 2017 Project Number: 16-3005 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. SECTION 1-05.4 IS REVISED BY ADDING A PARAGRAPH AFTER PARAGRAPH 7 1-05.4 Conformity With and Deviations From Plans and Stakes To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.5, the requirements of KSP Section 1-05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BYADDING 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 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 S. 208`h St. Road Repair& Guardrail/Lincoln 1 - 8 April 19, 2017 Project Number: 16-3005 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 $270/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. 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. S. 208`"St. Road Repair& Guardrail/Lincoln 1 - 9 April 19, 2017 Project Number: 16-3005 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. 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 $270/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: S. 208th St. Road Repair & Guardrail/Lincoln 1 - 10 April 19, 2017 Project Number: 16-3005 1 . 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. 2. 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. When deemed appropriate by the Engineer, cut sheets will be supplied for curb and storm sewer. 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 $270/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: Storm sewer Approximately 8-10 structures Curb and gutter +/-1300 lineal feet (one side only) 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 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 by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that S. 2081h St. Road Repair & Guardrail/Lincoln 1 - 11 April 19, 2017 Project Number: 16-3005 could be potentially unsafe or might cause serious risk of loss or damage to the public, 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. 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 costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection 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 increase 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: 1-05.1 O 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 in the notice. Approximately sixty (60) calendar days prior to the one year 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. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. S. 2001 St. Road Repair& Guardrail/Lincoln 1 - 12 April 19, 2017 Project Number: 16-3005 SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2016 WSDOT STANDARD SPECIFICATIONS): 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. THE LAST PARAGRAPH OF 1-05. 13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: N/A 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 recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED /N ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: S. 2081" St. Road Repair& Guardrail/Lincoln 1 - 13 April 19, 2017 Project Number: 16-3005 1-06.7 Submittals 1-06.7(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. 1-06.7(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. 1-06.7(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. S. 2081"St. Road Repair & Guardrail/Lincoln 1 - 14 April 19, 2017 Project Number: 16-3005 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: 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 work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH. 1-07.9(1) General To the extent allowed by law, 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. S. 2081"St. Road Repair& Guardrail/Lincoln 1 - 15 April 19, 2017 Project Number: 16-3005 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1- 07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15 Temporary Water Pollution Prevention 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. 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 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 S. 208`"St. Road Repair& Guardrail/Lincoln 1 - 16 April 19, 2017 Project Number: 16-3005 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 I nspection 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 Camcast Jason Tesdal Bill Walker 206-345-3488 253-288-7538 206-683-4242 (cell) 206-255-6975 (cell) Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Dennis Booth 253-395-6926 425-417-9188 (cell) 425-559-4647 (cell) Verizon Brad Landis 425-201-0901 425-766-1740 (cell) S. 2081"St. Road Repair& Guardrail/Lincoln 1 - 17 April 19, 2017 Project Number: 16-3005 SECTION 1-07. 18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1- 07.18 and Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 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 and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. 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 S. 2081"St. Road Repair& Guardrail/Lincoln 1 - 18 April 19, 2017 Project Number: 16-3005 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. 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. S. 208"'St. Road Repair&Guardrail/Lincoln 1 - 19 April 19, 2017 Project Number: 16-3005 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 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. The City will bill the Contractor 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. S. 2081" St. Road Repair& Guardrail/Lincoln 1 - 20 April 19, 2017 Project Number: 16-3005 1 . Locate work 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. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded 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 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. Unless previously approved by the Engineer, 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. S. 2081'St. Road Repair & Guardrail/Lincoln 1 - 21 April 19, 2017 Project Number: 16-3005 SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH 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) 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. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. 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. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provide in Section 1- 09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.9 IS SUPPLEMENTED BY ADDING 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 S. 2081'St. Road Repair& Guardrail/Lincoln 1 - 22 April 19, 2017 Project Number: 16-3005 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. 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 of the S. 2081' St. Road Repair&Guardrail/Lincoln 1 - 23 April 19, 2017 Project Number: 16-3005 Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-1 O TEMPORARY TRAFF 1 C CONTROL 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 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 SECTION 1-10.2(2) IS DELETED AND REPLACED BY ADDING THE FOLLOWING: 1-10.2(2) Traffic Control Plans Prior to issuance of the Notice to Proceed, the Contractor shall be responsible for the preparation of a Project Temporary Traffic Control Plan. The traffic control plan shall show a method of handling vehicle, bicycle, and pedestrian traffic. The Contractor-provided traffic control plan shall conform to the established standards for plan development as shown in the MUTCD, Part 6 and the most current edition of the PROWAG. The Contractor shall be solely responsible for submitting any proposed traffic control plan or modification, obtaining the Engineer's acceptance and providing copies of the accepted Traffic Control Plans to the Traffic Control Supervisor. The Contractor shall not proceed with work without an approved Project Temporary Traffic Control Plan. All construction signs, flaggers, and other traffic control devices will be shown on the traffic control plan(s). If the Contractor proposes modifications to the plan, the proposed modification will require approval by the Engineer. The modified plans shall show locations for all the required advance warning signs and a safe, protected location for the flagging station. S. 208'h St. Road Repair & Guardrail/Lincoln 1 - 24 April 19, 2017 Project Number: 16-3005 If flagging is to be performed during hours of darkness, the plan shall include appropriate illumination for the flagging station. When the Contractor's chosen method of performing the Work in the Contract requires some form of temporary traffic control, for vehicles, bicyclists, or pedestrians, the Contractor shall either: (1) submit a Type 1 Working Drawing designating and adopting, in writing, the traffic control plan or plans from the Contract documents that support that method; or (2) submit a Type 2 Working Drawing consisting of the Contractor's plan that modifies, supplements or replaces a plan from the Contract documents. Any Contractor-proposed modification, supplement or replacement shall show the necessary construction signs, flaggers, and other traffic control devices required to support the Work. Work requiring a full road closure as shown in the traffic control plans shall be completed within ten (10) working days. Work requiring a single lane closure as shown in the traffic control plans shall be performed between the hours of 9:00 AM and 3:30 PM, 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." S. 2081h St. Road Repair& Guardrail/Lincoln 1 - 25 April 19, 2017 Project Number: 16-3005 DIVISION 2 - EARTHWORK 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(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1 . Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. S. 2081'St. Road Repair& Guardrail/Lincoln 2 - 1 April 19, 2017 Project Number: 16-3005 SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING 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: Mud depth In Imhe5 (square yards) x 0 Inches I = quantity For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 6 100' x 6 = 133 S.Y. No other compensation shall be allowed. S. 2081h St. Road Repair& Guardrail/Lincoln 2 - 2 April 19, 2017 Project Number: 16-3005 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: actual depth In Irrehee (length) x 6Inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 6 length x S = 133 LF. 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 IS 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. S. 208`h St. Road Repair& Guardrail/Lincoln 2 - 3 April 19, 2017 Project Number: 16-3005 SECTION 2-03.3(74) IS SUPPLEMENTED BY ADDING THE FOLLOWING SUBSECTION: 2-03.3(14)N Lou Permeability Fill Low Permeability Fill will meet the requirements of section 9-03.14 (5) of these special provisions. SECTION 2-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.4 Measurement Low Permeability Fill will be measured by the cubic yard. Measurement by cubic yard will be made in the hauling vehicle. SECTION 2-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.5 Payment The unit Contract price per cubic yard for "Low Permeability Fill" shall be full compensation for all costs incurred for excavating, loading, hauling, and placing the material. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(7) 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. S. 2081"St. Road Repair&Guardrail/Lincoln 2 - 4 April 19, 2017 Project Number: 16-3005 DIVISION 4 - BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) 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 BYADD/NG THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 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. S. 208t"St. Road Repair& Guardrail/Lincoln 4 - 1 April 19, 2017 Project Number: 16-3005 DIVISION F TRMTMENTS AND PAVEMEN-T-S 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 M I X ASPHALT 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 IS 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. 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 S. 208"'St. Road Repair& Guardrail/Lincoln 5 - 1 April 19, 2017 Project Number: 16-3005 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)B 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. 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 S. 208"'St. Road Repair & Guardrail/Lincoln 5 - 2 April 19, 2017 Project Number: 16-3005 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) /S SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.302) 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 the joint 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 5-04.3 ►S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement including trench patches shall be installed where specified by the Engineer. SECTION 5-04.5 IS DELETED AND REPLACED W►TH 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 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 identified on the plans. The cost for S. 2080'St. Road Repair& Guardrail/Lincoln 5 - 3 April 19, 2017 Project Number: 16-3005 anti-stripping additive and asphalt for tack coat shall be included in this bid item. The unit contract price per square yard for "Planing Bituminous Pavement" constitutes complete compensation for all materials, tools, equipment and labor necessary or incidental to plane, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. Payment shall be made upon actual square yards planed, regardless of the full planing capacity of the equipment used. 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 S. 208'h St. Road Repair &Guardrail/Lincoln 5 - 4 April 19, 2017 Project Number: 16-3005 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-01 DRAINS SECTION 7-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.2 Materials Materials for this project shall meet the requirements of the following sections: Geotextile Fabric.................................................... 2-12.2 Gravel Backfill for Drains......................................... 9-03.12(4) Perforated Corrugated Polyethylene Underdrain Pipe... 9-05.2(7) SECTION 7-01.4 IS DELETED AND REPLACED WITHTHE FOLLOWING: 7-01.4 Measurement The length of drain or curtain drain will be the number of linear feet of completed installation measured along the invert. Pipe placed in excess of the length designated by the Engineer will not be measured or paid for. The linear foot measurement will include the length of the cleanouts. SECTION 7-01.5 IS SUPPLEMENT BY ADDING THE FOLLOWING: 7-01.5 Payment The unit contract price per lineal foot for "Perforated Corrugated Polyethylene Curtain Drain Pipe, 8 Inch Diameter," shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe, filter fabric, drain rock 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; drain rock, cleanouts, backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, cleanouts, 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. 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: S. 2081h St. Road Repair& Guardrail/Lincoln 7 - 1 April 19, 2017 Project Number: 16-3005 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. PVC Pipe.................................................... 9-05.12(1) 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(9)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(1) 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. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment "Storm Sewer Pipe, 10 Inch Diameter, PVC" "Storm Sewer Pipe, 10 Inch Diameter, Ductile Iron" The unit contract price per lineal foot for the above items 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. S. 2081"St. Road Repair& Guardrail/Lincoln 7 - 2 April 19, 2017 Project Number: 16-3005 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. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING 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 S. 2081" St. Road Repair & Guardrail/Lincoln 7 - 3 April 19, 2017 Project Number: 16-3005 manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-I N-SEAL type flex joints 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" 7-05.3(6) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: 140 D1,-,JMP1J�-" The Contractor is responsible for installation of the buttons. Markers for publicly owned catch basins will be provided by the City. 7-05.3(7) Relocate Existing Catch Basin The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for "Catch Basin, Type 1 " 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, S, 208"' St. Road Repair & Guardrail/Lincoln 7 - 4 April 19, 2017 Project Number: 16-3005 backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. The unit contract price per each for "Connection to Drainage Structure" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to connect new curtain drain pipe to the existing drainage structure as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; temporarily removing and reinstalling the existing culvert, core drilling into the existing structure; connecting new or existing pipes, grouting, backfilling; compacting; and surface restoration. The unit contract price per each for "Bolt Down Catch Basin Frame and Grate" 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. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-08.2 Materials 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: 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) S. 2081' St. Road Repair & Guardrail/Lincoln 7 - 5 April 19, 2017 Project Number: 16-3005 Foundation Material Class I and I I ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 SECTION 7-O8.3(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. 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. S. 2081n St. Road Repair& Guardrail/Lincoln 7 - 6 April 19, 2017 Project Number: 16-3005 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(9)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 BY ADDING 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 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. S. 208"'St. Road Repair & Guardrail/Lincoln 7 - 7 April 19, 2017 Project Number: 16-3005 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. 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 BY ADDING 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 BY ADDING 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 BY ADDING 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. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. S. 208t"St. Road Repair& Guardrail/Lincoln 7 - 8 April 19, 2017 Project Number: 16-3005 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 S. 2081" St. Road Repair& Guardrail/Lincoln 7 - 9 April 19, 2017 Project Number: 16-3005 authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. S. 2081"St. Road Repair& Guardrail/Lincoln 7 - 10 April 19, 2017 Project Number: 16-3005 D I V I S I ON 8 - M I SCELLANEOUS CONSTRUCT 1 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. 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING 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. 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. S. 2081h St. Road Repair& Guardrail/Lincoln 8 - 1 April 19, 2017 Project Number: 16-3005 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 B-01.3(1)A IS 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 . Spill Prevention Control and Countermeasures Plan 2. Name and contact info for Contractor's CESCL SECTION B-01.3(1) IS SUPPLEMENTED BYADDING 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 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. S. 208'St. Road Repair & Guardrail/Lincoln 8 - 2 April 19, 2017 Project Number: 16-3005 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(2) Seeding, Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. S. 208`" St. Road Repair& Guardrail/Lincoln S - 3 April 19, 2017 Project Number: 16-3005 Areas where hydroseeding is not practical must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01 .3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer S. 208t"St. Road Repair& Guardrail/Lincoln 8 - 4 April 19, 2017 Project Number: 16-3005 meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1 ,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL.: Seed 170 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01 .3(2)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. S. 208`'St. Road Repair&Guardrail/Lincoln 8 - 5 April 19, 2017 Project Number: 16-3005 SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1 . Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. 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. S. 2081h St. Road Repair& Guardrail/Lincoln 8 - 6 April 19, 2017 Project Number: 16-3005 SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.307) 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. 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 8-01.5 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per acre for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1 . All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. 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. S. 2081"St. Road Repair& Guardrail/Lincoln 8 - 7 April 19, 2017 Project Number: 16-3005 8-02 ROADSIDE RESTORATION 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. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C............. 9-14.1 (1), (2), (3) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber................................. 9-14.4(2) Special Planting Mixture............................. 9-14.4(9) Erosion Control Devices ............................. 9-14.5 8-02.3 Construction Requirements SECTION 8-02.3(" IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. S. 208`h St. Road Repair& Guardrail/Lincoln 8 - 8 April 19, 2017 Project Number: 16-3005 SECTION 8-02.3(11) IS REVISED AS FOLLOWS: 8-02.3(11) Bark or Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to "compost or xylem wood chips". SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.5(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: The unit contract price per linear foot for "Cement Concrete Extruded Curb" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. 8-11 GUARDRAIL SECTION 8-11.3 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-11.3(1)A Erection of Posts Ramming or driving is permitted for this proiect. S. 208"'St. Road Repair& Guardrail/Lincoln 8 - 9 April 19, 2017 Project Number: 16-3005 Posts will be required to be installed through asphalt shoulders as indicated in the plans. SECTION 5-11.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-11.2 Materials High Impact Guardrail Mount Reflector: Design High Impact Guardrail Mount Reflectors are designed to be affixed to the top of a steel "I-beam" guardrail post, covered with white diamond grade sheeting on both side which provides a directional visual cue to the location of the guardrail and roadway. The design of the reflector provides twelve (12) square inches of surface area for application of retro-reflective sheeting on each side of the reflector and be installed by the manufacturer. A unique polyurethane hinge provides for reliable flexibility to resist breakage upon impact. The "Gator Jaws" of the hinge provide the benefit of a mechanical as well as chemical bond between the rigid top panel & base sections and the flexible hinge. The h-shaped reflector shall consist of a flat rigid upper panel, to which is affixed retro-reflective sheeting, and a rigid U-shaped base section. Connecting these two structures shall be a clear, UV- stabilized, flexible polyurethane hinge at least 0.5" in height. The hinge shall be both mechanically and chemically attached to both the base section and top panel. The mechanical connection shall consist of no less than four (4) visible barbs, or "alligator jaws" extending into the rigid structures. Material High Impact Guardrail Mount Reflectors units shall be constructed of a UV-stabilized, high-impact rigid thermo-plastic alloy conforming to the following material specifications: -Property ASTM Test Results Tensile Strength @ Yield minpsi) D638 6,400 Impact Strength @ 73F Ft#/in notched izod D256 2.9 -impact Strength @ 4F Ft#/in notched izod D256 2.3 Flexural Strength @ 73F (psi) D790 12,000 Flexural Modulus @ 73F (psi) D790 400,000 The built-in hinge shall be constructed of a UV-stabilized, flexible thermo-plastic polyurethane conforming to the following material specifications: -Property ASTM Test Results -Specific Gravity min. D 792 1.19 Hardness min. D 2240 80 A Tensile Strength @ yield, min PSI D 412 4,600 Ultimate Elongation min f�D 412 330 Compression Set 22 hrs @ 700 C 396 1 65 S. 208`"St. Road Repair& Guardrail/Lincoln 8 - 10 April 19, 2017 Project Number: 16-3005 Tear Strength min PLI D 624, Die C 1600 Taber Abrasion (CS17 Wheel) 1 100 cycles 13 m The polyurethane hinge of the marker shall have the following minimum dimensions in relation to rigid top panel and base sections: • Wall thickness of the rigid top panel and base sections shall be min. 0.090"; • Wall thickness of the polyurethane hinge section shall be min. 0.090"; • Total surface area of the connection of the hinge to the upper top panel shall be minimum of 0.500"; • Total surface area of the connection of the hinge to the lower base section shall be a minimum of 0.400". • The polyurethane hinge shall protrude vertically into the top panel and be encapsulated by two legs protruding down from the panel. • The polyurethane hinge shall also protrude down into the base section and be encapsulated by two legs protruding upwards from the base. • The un-encapsulated section of the poly-urethane hinge shall be no less than 0.100" thick and 0.130" tall. Standard Colors High Impact Guardrail Mount Reflectors shall be constructed of UV- stabilized polymers white in color. The color shall be solid throughout and stabilized to resist UV degradation. The polyurethane hinge shall be natural/clear in color. uallt High Impact Guardrail Mount Reflectors shall be manufactured by and ISO 9001 certified firm in good standing; evidence of ISO compliance shall be presented as a pre-condition for acceptance for use. 8-11.3 Construction Requirements SECTION 5-11.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-11.3(1)C Terminal and Anchor Installation Assembly and installation of crash cushion attenuating terminals shall be supervised at all times by a manufacturer's representative, or an installer who has been trained and certified by the manufacturer. A copy of the installer's certification shall be provided to the Engineer prior to installation. Assembly and installation shall be in accordance with the manufacturer's recommendations. S. 208`"St. Road Repair& Guardrail/Lincoln 8 - 11 April 19, 2017 Project Number: 16-3005 SECTION 8-11.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-11.4 Measurement Measurement of beam guardrail will be by the linear foot measured along the line of the completed guardrail, including expansion section, and will also include the end section for F connections, determining appropriate rail radius from field measurements, and protection of exposed posts and rails from traffic. Measurement of High Impact Guardrail Mount Reflector will be by each marker furnished and set in place. SECTION 8-11.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-11.5 Payment "High Impact Guardrail Mount Reflector", per each. 8-21 PERMANENT S I GN 1 NG SECTION 8-21.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING SUBSECTION TO THE END OF THIS SECTION. 8-21.3(13) Remove and Reinstall Existing Freeze Indicator Signs Where shown on the plans, the Contractor shall remove existing freeze indicator signs intact. These signs shall be stored safely and reinstalled at the conclusion of work. Damaged freeze indicators shall be replaced by the Contractor at no additional Cost to the City. SECTION 8-21.4 IS SUPPLEMENTED WITH THE FOLLOWING: 8-21.4 Measurement Remove and Reinstall Existing Freeze Indicator Sign shall be measured per each. SECTION 8-21.5 IS SUPPLEMENTED WITH THE FOLLOWING: 8-21.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Remove and Reinstall Existing Freeze Indicator Sign," per each. The unit contract price for "Remove and Reinstall Existing Freeze Indicator Sign" shall be full payment for all labor, materials, and equipment required to remove, store, and reinstall the freeze indicator signs including post-hole digging, cement concrete, and sign posts. S. 208"'St. Road Repair & Guardrail/Lincoln 8 - 12 April 19, 2017 Project Number: 16-3005 8-22 PAVEMENT MARKING SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Painted yellow curb, white edge line paint stripe, double yellow center paint stripe, and two way left turn stripe shall be measured by the completed linear foot. The measurement for all painted stripes will be based upon a marking system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: S. 208"'St. Road Repair& Guardrail/Lincoln 8 - 13 April 19, 2017 Project Number: 16-3005 "White Edge Line Paint Stripe," per linear foot. "Double Yellow Center Paint Stripe," per linear foot. The cost of replacing any raised pavement markers replaced along paint stripes shall be incidental to the unit price of the paint stripes. S. 2081" St. Road Repair & Guardrail/Lincoln 8 - 14 April 19, 2017 Project Number: 16-3005 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 1 nch 100% 5/8 1 nch 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. 9-03.14 Borrow SECTION 9-03.14 IS REVISED BY ADDING THE FOLLOWING NEW SUBSECTION: 9-03.14 (5) Low Permeability Fill Material for the ditch lining shall be clay or silty/clayey sand either naturally occurring or processed, and shall be homogenous in nature consisting of at least 30% be weight passing the No. 200 sieve, a minimum plasticity index of 8, a maximum liquid limit of 45 and be deleterious materials. The Allowable Unified Soil Classification System (USCS) classifications acceptable are CL, SC or SM. A sieve analysis (ASTM D 422) and Atterberg limits (ASTM D 4318) shall be used to verify that these requirements are met. Compaction requirements shall be a maximum lift thickness of 8 inches and at least 92 percent of the maximum dry density determined in accordance with 1157. The compaction moisture content shall be between 1 percentage point below and 3 percentage points above the optimum water content The material shall be blend adequately during placement such that the compacted material forms a uniform, homogenous, stiff, void free, and relatively impervious compacted fill. Recycled materials such as broken concrete or asphalt shall not be allowed. S. 2081h St. Road Repair& Guardrail/Lincoln 9 - 1 April 19, 2017 Project Number: 16-3005 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1 (1) Topsoil Type A Topsoil Type A shall be free of weeds and consist of the Special Planting Mixture per Section 9-14.4(9) of these Kent Special Provisions with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.1 (1)A Rotted Manure Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. 9-14.1 (1)13 Peat Peat shall consist of fibrous sedge, wood or reed type peat, containing less than twenty percent ash by dry weight. It shall have a moisture content of less than fifty percent by weight and shall have been thoroughly aerated during the drying process. 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, sail particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) ......... 100% Passing 1 mm sieve .................................. 80% minimum Passing 0.15 mm sieve.............................. 15% maximum SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: S. 2081" St. Road Repair& Guardrail/Lincoln 9 - 2 April 19, 2017 Project Number: 16-3005 Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% (Pre-inoculated Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 1 95% 1 90% 1 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: S. 208'h St. Road Repair& Guardrail/Lincoln 9 - 3 April 19, 2017 Project Number: 16-3005 Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.4 Mulch and Amendments SECTION 9-14.4(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.4(9) Special Planting Mixture Special planting mixture shall consist of three-way mix consisting of one part rotted manure, one part sandy loam, and one part peat by volume with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. Peat shall consist of fibrous sedge, wood or reed type peat, containing less than twenty percent ash by dry weight. It shall have a moisture content of less than fifty percent by weight and shall have been thoroughly aerated during the drying process. Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) 100% Passing 1 mm sieve ......................... 80% minimum Passing 0.15 mm sieve ..................... 15% maximum S. 208"' St. Road Repair& Guardrail/Lincoln 9 - 4 April 19, 2017 Project Number: 16-3005 The sandy loam shall be free from subsoil, noxious weed seed and other foreign substances and shall have a pH factor of between 5.0 and 6.0. Maximum Electrical Conductivity shall be 2.0 milliohms. 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586, The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. S. 2081"St. Road Repair& Guardrail/Lincoln 9 - 5 April 19, 2017 Project Number: 16-3005 KENT 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 5-1 Catch Basin Type 1 5-3 Misc. Details for Drainage Structures 5-4 18" x 24" Catch Basin Frame 5-30 Sample TESC Site Plan 1 Acre and Smaller STREET 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joints 6-35 Expansion and Contraction Joints S. 2081" St. Road Repair& Guardrail/Lincoln A - 1 April 19, 2017 Project Number: 16-3005 NOTES: 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, (ASTM C 478,&ASTM C 890)UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING FRAME AND GRATE A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO AASHTO M 221(ASTM A 497). SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL 3a" Soh HAVE A WALL THICKNESS OF 2"MINIMUM. PROVIDE A 1.5"MINIMUM GAP La, �Rh BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. 4. ALL JOINTS IN THE BRICKS,GRADE RINGS,RISERS AND CASTINGS SHALL BE SEATED IN MORTAR.PICK HOLES,CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 6'4 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST oR12h PIPE INVERT SHALL BE 5'. ONE#3 BAR HOOP FOR 6"HEIGHT TWO#3 BAR HOOPS FOR 12"HEIGHT RECTANGULAR ADJUSTMENT SECTION (WEIGHT-200 LBS.-6") (WEIGHT-580 LBS.-12") PIPE ALLOWANCES MAXIMUM c� PIPE MATERIAL INSIDE 3 DIAMETER 44° REINFORCED OR 12" PLAIN CONCRETE #3 BAR EACH CORNER 21" ALL METAL PIPE 15" MIN. #3 BAR SOLID WALL PVC " EACH SIDE (WSDOT STD.SPEC.9-05.12(1)) 15 #3 BAR EACH WAY 4" PRECAST BASE SECTION (WEIGHT-2170 LBS.) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT pSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DF WASy THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. co p CITY OF KENT ENGINEERINO DEPARTMENT tv �a..v KENT CATCH BASIN TYPE I p 21493 FG STERti� �,�' w.sNlYbrbY ONAL N mwDESIN ss SCALE HaHE STANDARD PLAN CHECKED DATE 5 1 APPROVED i S p, NY1d OWONVIS --IN-ON TTIM 03NO*IS30 �3 IVNO&S Mmonais � � ser��`f ado- HJ1VO NI a3Sf1 39 Avw Sd315 3DYNiVa(I a0J S11V134 'OSIW 1N3�1 W ,a NISV9 H:)1V:)30 31A1S 3NO AINO"£ E--! 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A A L N N N ~ 3/8" r' TYP. 3/4" T TOP VIEW I1„ 1 5/8"TYP,MIN, 4 1/2" 16 3/4" 15/8" 17 3/4 25" SECTION A-A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY.(PER ASTM A46 CL30 H-2D LOADING), 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ()SE p AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S {z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ;Sys c THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. o O CITY OF KENT Z �:rj ENGINEERING DEPARTMENT Kv-WT 1 a"x 24" �A ,p 2140 �Q [�r� W ..I.C'rO• CATCH BASIN FRAME 0p, GIST?. V DESIGNED DWH ANAL LNG DRAWN �R SCALE NONE STANDARD Pl1W CHECKED DATE ��� APPROVED iT1WEER 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 OF SF �y CONSTRUCTION ENTRANCE-SEE / OF 1b CE / / KSWDM / / �/ .. EXISTING / -blo / OF EOP is EXISTING DITCH %Z SEDIMjE4T TRAP 93 NOF / /�, a C / SF D is ` w INTERCEPTOR DITCH IN CRITICAL AREAS, CATCH BASIN W/ROCK CHECK DAMS SEE INSTALL A SILT FENCE IN a STANDARD PLAN 5-33 THE SEDIMENT BASIN. SEDIMENT BASIN OUTLET ° LEGEND: STRUCTURE AND DAM-SEE ©P LABEL TESC FEATURE NOTES: STANDARD PLAN 5-32 IS INTERCEPTOR SWALE OR DITCH 1. THIS IS A SAMPLE PLAN ONLY,INTENDING TO SHOW HOW TESC S 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 CE STABILIZED REQUIREMENTS. CONSTRUCTION 2. TESC FEATURES ARE SHOWN IN THESE STD PLANS(5-29,5-32,5-34) ENTRANCE AND THE KSWDM. SF SILT FENCE OP OUTLET PROTECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �SEp AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE O ORANGE BARRIER 'I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT FENCE �pF WAS H�y THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. yP m 0 CITY ROOF EPKKEM NT K�NT SAMPLE TESC SITE PLAN -a ,� 21493 C C� WA°NF°OT04 1 ACRE AND SMALLER � FGISTtiR� �w � �N �NG�� DESIGNED OWH sau E NONE STANDARD PLAN 6MWH__ CHECKED DATE C O APPROVED trGMrF�A J Li• I 1 12" 6" 9" 1011 1"R 1/2"R LJ d d Z I , e ti a a tD LJ U3 14C7 • °rq d p N q Y e ° q .� COMBINED(CURB AND GUTTER CONCRETE EXTRUDED CURB 10" 2' ! EXPANSION 3 T 1 III 1%MIN.2%MAX. NOTES: 1%MIN.- 2%MAX. a ° a • '^ 1. CONCRETE CLASS 3000 IS REQUIRED. 2. ROLLED CURB MAY ONLY BE USED WITHIN A e• *� CUL-DE-SAC, • ~f d �' ri iO ° •„ ,e 5"SIDEWALK 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION, •b d THE GUTTER PAN WILL MATCH THE ADJACENT 12" 4•° PAVEMENT SLOPE. 2'-0" 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. 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Radius) (Cases 12AC, 12AD, 12BC & 12BD) C-2g Guardrail Placement Weak Post Intersection Design (35' Max. Radius) (Cases 13AC, 13AD, 13BC & 1313D) C-2h Guardrail Placement (Case 14) C-2j Guardrail Placement (Cases 16, 17 & 18) C-3a Beam Guardrail Transition Sections (Types 2, 4, 5, & 6) C-3b Beam Guardrail Transition Sections (Types 10 -- 15) (2 sheets) C-3c Beam Guardrail Transition Sections (Types 16, 17, & 18) C-4b Beam Guardrail Flared Terminal C-6 Beam Guardrail Type 1 (2 sheets) C-7 Beam Guardrail End Sections C-20.10-03 Beam Guardrail Type 31 C-20.14-03 Beam Guardrail Type 31 Placement (Cases 1-31, 2-31 & 3-31) C-20.15-02 Beam Guardrail Type 31 Placement (Cases 4-31 & 5-31) C-20.18-02 Beam Guardrail Type 31 Placement (Cases 10A-31, 1 OB-31 & 10C-31) C-20.19-02 Beam Guardrail Type 31 Placement (Cases 11 A-31, 11 B-31 & 11 C-31) C-20.42-05 Guardrail Placement Strong Post -- Type 31 Intersection Design C-20.45-01 Beam Guardrail Type 31 - DS (Double Sided) (W-Beam) C-23.60-03 Beam Guardrail (Type 31) Anchor Type 10 C-24.10-01 Guardrail Connection to Bridge Rail or Concrete Barrier S. 208'h St. Road Repair& Guardrail/Lincoln A - 2 April 19, 2017 Project Number; 16-3005 Y do-- 1 L�2'Np 4) ca p� rII E d•p�m�E n T LnZE° a v:�� aav UTl 831 ,� u o r`o va m,5 ro v ro �. ° ��5 �1� {Y Z ut F,a �'i5LL'£n9eE° Sit; E gg " tYr_'.9 c�L° F o 01sii.mc m m fE 7 nF. •� � a as o °c N yywa wL_yw nL I@�I �"' � D� a Fo_ c 41��a O ro0o T O° C LL �W-gJViayOb I ° 1"" °'° rn `° J� Q ` y 00 g w mac-w g�$Q' v n �� 1 P0.� ^� W Z a • S CA, d a < 6 cc 12 V w. °L.' .2 ° uj >`:Y 1h q W A 6!J Y N ail• 3 U a m a ��um >i a E uai ',9 ~ c 5 N m c C o T a X. � Vm y w v c m coo V `tID' nIJ cm N423!— m.� $ �Ww K 1 l0 c c 1D Om 16 C N L« 1. 10 y W m oho«� ycr0� E� Yo g v EW.Sy om�9°7 yo Si mrc o 11QQan1�pp p'>m c m t�yj O N�°c @ c O c N Orol C E H=LL it NFl- R F� z S S m 0I�f °0 N 9roj m'«O' 0 O A c smr:°1�> �lr° � ywj (J p W ¢¢m 'm�c caw eroi E.d O ��wcc a v cr E Lu Sw�•nN trB c min F�° �w�w5✓v we i3 — — _ �zana a 2 .- c\i ri Q h t° �: °o �y z g w 1-FyU 6. 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Ca � � y iq U3 c? rx 0 a s zO v,, w 4 LLI o " aLAJ e i w M w, ! s� 4 o Lu ' w CD cm Lu _ z k-j t� E � ¢ ww ¢ LLJ G $. M x (Z) LU t-o Lilt r ................... wr�' mcc lJ < J G -c'C -:T I— - J _ ILU C(- ",,"k - , - II a v' f/mil '4�.JJ ff C CDW a C] l~✓5 H V7 L"t LU LLJ C` C,- 'Q oZ�r C'r a " LO C Xw LLJXV y ^w 1 VI J J a,7 C7 C to Ca ca., v7 va v'i M HF-- LLJ w cc LLI x ' .'� �- cr-s v +nLu H I—I ce J C,MF H r2 ce— H w ( ivc� uHu v� x w (0 Iw— o +n c CI"i U7 � LL.d J c w d� J J Q' = ( C.� 1 <c c C HISmH w 011-J y r`G aW c .Q2f avaNtla ♦ cl u' i 9' c 9)th Ave S $ 419 Vi � v cC, y VS M 41� 94th Ave S va ro c a cW W e7 ,' • O x c� ry Lti ki C Ljj z W 'c: P o ti o> C3 C") a u�. �3' �M112C!2 vim- """�.,'_„�""�.-` . ,.n- rrW s""'T uj _m,. _.,„ ,.... ,� --�..» ,,.,..,; .„.„„_.. , CD iB1 T3 ry ro wd M �� - ua yr C� aoovOD M h^ C�' X dy—� Z..,� -6 W co y Ln Y{ y 7 p v Q 9 � TS 6 cf9i e ti47 V SO IL 07 C aMN DA .� ' M Q °sa- u - W20-3 ! a .... LIJ w w v W J H w w Cn LAJ a• w + L c 6"' r w z—r J Q 0 CY ? v w w crr h--" w H o- i e rw S H._.. w M •. w tJ L" I. �.r� �' J h••• '- w i as p � d..M' � �+— 1--. ©' LL � © ' +1 � W e.., 47 +m CD W� L_,A U 'f '. CD t:? CL cu = Tn ce = = Id z. y y s. � v � rvH , r :7- <cr a^��e� � �� v's J O ¢ S J in•� `� ry w 0 -----,__,r c� � ca rya C� tic c�, L c� e� C7 C} d m W u [ H O C W '�.) t✓Y r w r QCa //'^}}0 v y,N W d r W m LJ S.» m 1= nr+t X C7 'r Q H w ry >Cam. .YG lJ'f J W J pCD H H H H J C,,,i V H W r GL u'] l.tJ va 4..7 ,ZDV w H ua v7 cc w 22 g m S p � � r� � � Tv � Hw �] G.i f, alF d Y LU B I 1 u1 Z' w C,ry P ZOL c� LLJJ 77> e 3S 7PG aSLOL 35ry LLJ eny, Ya ; F LI_ co O -2 w t .k;_. Q w o S Id L1196 .: � ��� 5 p": o CO cr 9(jL r a k r� S DAV L4196 Jt, aC,,�1�exi ti{�, f 0l��O�m,e"� w �u 'n term a n o 1•. "y C�J W a o �rl�. ' CID ry maw m 95th Ave S .1— m 94th Ave 5 c > � � W E ° w O w :;�:31z]EiNv is u• � g E s+ O. 0 0F H m F o lqr � x � varA;+a«+. 5-3ItV PLJe:6 9 ° � i m sVai� �: 0 9) 89th AVOS C3 h 1 O Q 4JNv m v S OAV t11L� v r 0 1 l.y O �Ocrw+al+m" ui n q ' ce w u w c z -RS .�VNsHwaI iCwan3.sS�uLC.FuOltJ v�fXdcCOrtls da 0 w 0 0 ou'�wJ 'LS^OAV x1 Ofk nGAG criMC4:Y d SAzx.0 d o °2 ro 1. + w a a c� a7� z c t�tl PREVA I L I NG WAGE RATES S. 20811'St. Road Repair& Guardrail/Lincoln 9 - 4 April 19, 2017 Project Number: 16-3005 rciye 1 ui i i 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: 05/09/2017 County Trade Job Classification Wage lHoliday Overtime Note King Asbestos Abatement Workers Journey Level $45.25 5D 1H King Boilermakers Journey Level $64.54 5N 1C King Brick Mason Journey Level $54.32 5A iM King Brick Mason Pointer-Caulker-Cleaner $54.32 5A iM King BuildinpService Employees Janitor $22.84 5S 2F King Building Service Employees Traveling Waxer/Shampooer $23.29 5S 2F King Building Service Employees Window Cleaner (Non- $24.54 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $27.33 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $55.51 5D 4C King Carpenters Bridge, Dock And Wharf $55.51 5D 4C Carpenters King Carpenters Carpenter $55.51 5D 4C King Carpenters Carpenters on Stationary Tools $55.64 5D 4C King Carpenters Creosoted Material $55.61 5D 4C King Carpenters Floor Finisher $55.51 5D 4C King Carpenters Floor Layer $55.51 5D 4C King Carpenters Scaffold Erector $55.51 5D 4C King Cement Masons Journey Level $55.56 7A 1M King Divers a Tenders Diver $108.77 5D 4C 8A King Divers Ft Tenders Diver On Standby $66.05 5D 4C King Divers Ft Tenders Diver Tender $59.88 5D 4C King Divers it Tenders Surface Rcv Et Rov Operator $59.88 5D 4C King Divers Ft Tenders Surface Rcv Et Rov Operator $55.76 5A 4C Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F httr)s://fortress.wa.aov/Ini/waaelookUD/DrvWaaelookUD.asr)x 4/19/2017 rage z or i i King Dredge Workers Leverman, Hydraulic $58.671 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F King Drywall Applicator Journey Level $55.51 5D 1 H King Drywall Tapers Journey Level $55.66 5P 1E King Electrical Fixture Maintenance Journey Level $27.99 5L 1E Workers King Electricians - Inside Cable Splicer $73.20 7C 4E King Electricians - Inside Cable Splicer (tunnel) $78.59 7C 4E King Electricians - Inside Certified Welder $70.751 7C 4E King Electricians - Inside Certified Welder (tunnel) $75.89 7C 4E King Electricians - Inside Construction Stock Person $38.69 7C 4E King Electricians - Inside Journey Level $68.30 7C 4E King Electricians - Inside Journey Level (tunnel) $73.20 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $71.85 5A 4D Construction King Electricians - Powerline Certified Line Welder $65.71 5A 4D Construction King Electricians - Powerline Groundperson $44.12 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $65.71 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $65.71 5A 4D Construction King Electricians - Powerline Line Equipment Operator $55.34 5A 4D Construction King Electricians - Powerline Pole Sprayer $65.71 5A 4D Construction King Electricians - Powerline Powderperson $49.16 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $85.45 7D 4A King Elevator Constructors Mechanic In Charge $92.35 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $17.20 5B 1 R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Flagers Journey Level $38.36 7A 31 King Glaziers Journey Level $59.31 7L 1 y King Heat Et Frost Insulators And Journeyman $65.68 5J 4H Asbestos Workers King Heating Equipment Mechanics Journey Level $75.46j 7F 1E King Hod Carriers Et Mason Tenders Journey Level $46.66 7A 31 King Industrial Power Vacuum Journey Level $11.00 1 Cleaner King Inland Boatmen Boat Operator $59.86 5B 1 K King Inland Boatmen Cook $56.18 5B 1 K httns:Hfortress.wa.aov/Ini/waaelookun/DrvWaaelookuD.asnx 4/19/2017 rays J Ui i i King Inland Boatmen Deckhand $56.18 5B 1K King Inland Boatmen Deckhand Engineer $57.26 5B 1K King Inland Boatmen Launch Operator $58.59 5B 1 K King Inland Boatmen Mate $58.59 5B 1K King Inspection/Cleaning/Sealing Cleaner Operator, Foamer $31.49 1 Of Sewer If Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Grout Truck Operator $11.48 1 Of Sewer &Water Systems By Remote Control King Inspection/Cleaning/Sealing Head Operator $24.91 1 Of Sewer It Water Systems By Remote Control King Inspection/Cleaning/Sealing Technician $19.33 1 Of Sewer €t Water Systems By Remote Control King Inspection/Cleaning/Sealing Tv Truck Operator $20.45 1 Of Sewer It Water Systems By Remote Control King Insulation Applicators Journey Level $55.51 5D 4C King Ironworkers Journeyman $65.48 7N 10 King Laborers Air, Gas Or Electric Vibrating $45.25 7A 31 Screed King Laborers Airtrac Drill Operator $46.66 7A 31 King Laborers Ballast Regular Machine $45.25 7A 31 King Laborers Batch Weighman $38.36 7A 31 King Laborers Brick Pavers $45.25 7A 31 King Laborers Brush Cutter $45.25 7A 31 King Laborers Brush Hog Feeder $45.25 7A 31 King Laborers Burner $45.25 7A 31 King Laborers Caisson Worker $46.66 7A 31 King Laborers Carpenter Tender $45.25 7A 31 King Laborers Caulker $45.251 7A 31 King Laborers Cement Dumper-paving $46.09 7A 31 King Laborers Cement Finisher Tender $45.25 7A 31 King Laborers Change House Or Dry Shack $45.25 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $45.25 7A 31 King Laborers Chipping Gun(30 Lbs. And $46.09 7A 31 Over) King Laborers Choker Setter $45.25 7A 31 King Laborers Chuck Tender $45.25 7A 31 King Laborers Clary Power Spreader $46.09 7A 31 King Laborers Clean-up Laborer $45.25 7A 31 King Laborers Concrete Dumper/chute $46.09 7A 31 Operator King Laborers Concrete Form Stripper $45.25 7A 31 King Laborers Concrete Placement Crew $46.09 7A 31 King Laborers $46.09 7A 31 httDs://fortress.wa.00v/Ini/wacelookuD/DrvWacelookUD.asDx 4/19/2017 rdye -t ui 1 i Concrete Saw Operator/core Driller King Laborers Crusher Feeder $38.36 7A 31 King Laborers Curing Laborer $45.25 7A 31 King Laborers Demolition: Wrecking Ft $45.25 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $45.251 7A 31 King Laborers Diver $46.66 7A 31 King Laborers Drill Operator $46.09 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $45.25 7A 31 King Laborers Dump Person $45.251 7A 31 King Laborers Epoxy Technician $45.25 7A 31 King Laborers Erosion Control Worker $45.25 7A 31 King Laborers Faller Ft Bucker Chain Saw $46.09 7A 31 King Laborers Fine Graders $45.25 7A 31 King Laborers Firewatch $38.36 7A 31 King Laborers Form Setter $45.25 7A 31 King Laborers Gabian Basket Builders $45.25 7A 31 King Laborers General Laborer $45.25 7A 31 King Laborers Grade Checker Et Transit $46.66 7A 31 Person King Laborers Grinders $45.25 7A 31 King Laborers Grout Machine Tender $45.25 7A 31 King Laborers Groutmen (pressure)including $46.09 7A 31 Post Tension Beams King Laborers Guardrail Erector $45.25 7A 31 King Laborers Hazardous Waste Worker $46.66 7A 31 (level A) King Laborers Hazardous Waste Worker $46.09 7A 31 (level B) King Laborers Hazardous Waste Worker $45.25 7A 31 (level C) King Laborers High Scaler $46.66 7A 31 King Laborers Jackhammer $46.09 7A 31 King Laborers Laserbeam Operator $46.09 7A 31 King Laborers Maintenance Person $45.25 7A 31 King Laborers Manhole Builder-mudman $46.09 7A 31 King Laborers Material Yard Person $45.25 7A 31 King Laborers Motorman-dinky Locomotive $46.09 7A 31 King Laborers Nozzleman (concrete Pump, $46.09 7A 31 Green Cutter When Using Combination Of High Pressure Air I* Water On Concrete Ft Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $46.091 7A 31 httns-//fnrtress_wa_nnv/lni/wanPlnnkiin/nrvWanPlnnkiin acnx 4/1U/?nl7 rays J Ui i i King Laborers Pilot Car $38.36 7A 31 King Laborers Pipe Layer Lead $46.66 7A 31 King Laborers Pipe Layer/tailor $46.09 7A 31 King Laborers Pipe Pot Tender $46.09 7A 31 King Laborers Pipe Reliner $46.09 7A 31 King Laborers Pipe Wrapper $46.09 7A 31 King Laborers Pot Tender $45.25 7A 31 King Laborers Powderman $46.66 7A 31 King Laborers Powderman's Helper $45.25 7A 31 King Laborers Power Jacks $46.09 7A 31 King Laborers Railroad Spike Puller - Power $46.09 7A 31 King Laborers Raker - Asphalt $46.66 7A 31 King Laborers Re-timberman $46.66 7A 31 King Laborers Remote Equipment Operator $46.09 7A 31 King Laborers Rigger/signal Person $46.09 7A 31 King Laborers Rip Rap Person $45.25 7A 31 King Laborers Rivet Buster $46.09 7A 31 King Laborers Rodder $46.09 7A 31 King Laborers Scaffold Erector $45.25 7A 31 King Laborers Scale Person $45.25 7A 31 King Laborers Sloper (over 20") $46.09 7A 31 King Laborers Sloper Sprayer $45.25 7A 31 King Laborers Spreader (concrete) $46.09 7A 31 King Laborers Stake Hopper $45.25 7A 31 King Laborers Stock Piler $45.25 7A 31 King Laborers Tamper 8: Similar Electric, Air $46.09 7A 31 6t Gas Operated Tools King Laborers Tamper (multiple Et Self- $46.09 7A 31 propelled) King Laborers Timber Person - Sewer $46.09 7A 31 (lagger, Shorer>:t Cribber) King Laborers Toolroom Person (at Jobsite) $45.25 7A 31 King Laborers Topper $45.25 7A 31 King Laborers Track Laborer $45.25 7A 31 King Laborers Track Liner (power) $46.09 7A 31 King Laborers Traffic Control Laborer $41.02 7A 31 8R King Laborers Traffic Control Supervisor $41.02 7A 31 8R King Laborers Truck Spotter $45.25 7A 31 King Laborers Tugger Operator $46.09 7A 31 King Laborers Tunnel Work-Compressed Air $83.12 7A 31 8�( Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $88.15 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $91.83 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $97.53 7A 31 S Worker 54.01-60.00 psi https://fortress.wa.gov/lni/wagelookui)/i)rvWagelookuP.asi)x 4/19/2017 rays U v1 1 i King Laborers Tunnel Work-Compressed Air $99.65 7A 31 8� Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $104.75 7A 31 88 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $106.65 7A 31 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $108.65 7A 31 8� Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $110.65 7A 31 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $46.76 7A 31 Tender King Laborers Tunnel Work-Miner $46.76 7A 31 8� King Laborers Vibrator $46.09 7A 31 King Laborers Vinyl Seamer $45.25 7A 31 King Laborers Watchman $34.86 7A 31 King Laborers Welder $46.09 7A 31 King Laborers Well Point Laborer $46.09 7A 31 King Laborers Window Washer/cleaner $34.86 7A 31 King Laborers - Underground Sewer General Laborer Et Topman $45.25 7A 31 Et Water King Laborers - Underground Sewer Pipe Layer $46.09 7A 31 >:t 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 $55.51 5D 1 H King Marble Setters Journey Level $54.32 5A 1M King Metal Fabrication fln Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $11.00 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $57.01 5D 4C King Modular Buildings Cabinet Assembly $11.561 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 $11.00 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 $40.601 6Z 2B King Pile Driver Journey Level $55.76 5D 4C King IPtasterers liourney Level $53.20 7S 111 hti-ns-//fnrtresc_wa_nnv/lni/wanPlnnki in/nrvWanPlnnkt in_acnY 411 U/7f11 7 rciye i ui i i King Playground Et Park Equipment Journey Level $11.00 1 Installers King Plumbers Et Pipefitters Journey Level $76.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $58.69 7A 3C 8P King Power Equipment Operators Assistant Engineer $55.21 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $58.17 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $58.17 7A 3C 8P Concrete King Power Equipment Operators Bobcat $55.21 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $55.21 7A 3C 8P Equipment King Power Equipment Operators Brooms $55.21 7A 3C 8P King Power Equipment Operators Bump Cutter $58.17 7A 3C 8P King Power Equipment Operators Cableways $58.69 7A 3C 8P King Power Equipment Operators Chipper $58.17 7A 3C 8P King Power Equipment Operators Compressor $55.21 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $58.69 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $55.21 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $57.72 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $58.17 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $57.72 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $60.47 7A 3C 8P over King Power Equipment Operators Cranes: 20 Tons Through 44 $58.17 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $59.28 7A 3C 8P Tons, Or 150'Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 tons- 299 tons, or $59.88 7A 3C 8P 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $60.47 7A 3C 8P 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 $58.69 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $55.21 7A 3C 8P Under King Power Equipment Operators Cranes: Friction cranes $59.88 7A 3C 8P through 199 tons King Power Equipment Operators 1 $57.721 7A 3C I 8P httDs://fortress.wa.aov/Ini/waaelookur)/r)rvWaaelookUD.asox 4/19/2017 rack.c o Ui If Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $58.17 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $58.17 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $58.69 7A 3C 8P King Power Equipment Operators Dozers D-9 Et Under $57.72 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $57.72 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $59.28 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $55.21 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $58.17 7A 3C 8P And Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $57.72 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $55.21 7A 3C 8P With Attachments King Power Equipment Operators Grade Engineer: Using Blue $58.17 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $55.21 7A 3C 8P King Power Equipment Operators Guardrail Punch $58.17 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $58.69 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $58.17 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $57.72 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $58.17 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $57.72 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $55.21 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. lit $59.28 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $58.69 7A 3C 8P But Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $58.17 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $58.17 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $57.72 7A 3C 8P King Power Equipment Operators Locomotives, All $58.17 7A 3C 8P King Power Equipment Operators Material Transfer Device $58.17 7A 3C 8P King Power Equipment Operators $59.28 7A 3C 8P hHt-nc-//fnrt-rPcc wn nnv/Ini/wanPlnnkiin/nrvWanAlnnlctin acnx All 4/7nl7 rdye 7 ur I i Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Graders $58.69 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, $58.69 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $55.21 7A 3C 8P Distribution &Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $57.72 7A 3C 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $58.17 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $59.28 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $58.69 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $55.21 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $58.17 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler -Asphalt, Crusher $57.72 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $55.21 7A 3C 8P King Power Equipment Operators Power Plant $55.21 7A 3C 8P King Power Equipment Operators Pumps - Water $55.21 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $58.69 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $55.21 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $58.69 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $55.21 7A 3C 8P King Power Equipment Operators Rigger/Signal Person, Bellman $57.72 7A 3C 8P (Certified) King Power Equipment Operators RoRagon $58.69 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $55.21 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $57.72 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $58.17 7A 3C 8P King Power Equipment Operators Saws - Concrete $57.72 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $58.17 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete £t Carry $57.72 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $58.69 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $57.72 7A 3C 8P King jPower Equipment Operators Shotcrete/gunite Equipment 1 $55.21 7A 3C 8P King Power Equipment Operators 1 $57.72 7A I 3C 1 813 htti)s://fortress.wa.aov/Ini/waaelookur)/DrvWaaelookur).asDx 4/19/2017 rage iu or 1 i Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $58.69 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $58.17 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $59.28 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $59.88 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $58.69 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et $58.69 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $58.17 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $57.72 7A 3C 8P King Power Equipment Operators Tower Crane Up To 175' In $59.28 7A 3C 8P Height Base To Boom King Power Equipment Operators Tower Crane: over 175' $59.88 7A 3C 8P through 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in $60.47 7A 3C 8P height from base to boom King Power Equipment Operators Transporters, All Track Or $58.69 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $57.72 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $58.17 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver $57.72 7A 3C 8P Under 100 Tons King Power Equipment Operators Truck Mount Portable $58.17 7A 3C 8P Conveyor King Power Equipment Operators Welder $58.69 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farman Type $55.21 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $58.17 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $58.17 7A 3C 8P Underground Sewer If Water King Power Equipment Operators- Batch Plant Operator, $58.17 7A 3C 8P Underground Sewer Et Water Concrete King Power Equipment Operators- Bobcat $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $55.21 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $55.21 7A 3C 8P Underground Sewer bt Water httr)s://fortress.wa.aov/Ini/waaelookur)/DrvWaaelookur).asr)x 4/19/?nl7 rdyt� 11 ui 1 i King Power Equipment Operators- Bump Cutter $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cableways $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount $58.69 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $55.21 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $57.72 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $58.17 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $60.47 7A 3C 8P Underground Sewer Et Water over King Power Equipment Operators- Cranes: 20 Tons Through 44 $58.17 7A 3C 8P Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $59.28 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $59.88 7A 3C 8P Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $60.47 7A 3C 8P Underground Sewer Et Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 $58.69 7A 3C 8P Underground Sewer Et Water Tons, Under 150'Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $55.21 7A 3C 8P Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction cranes $59.88 7A 3C 8P Underground Sewer Et Water through 199 tons King Power Equipment Operators- Cranes: Through 19 Tons With $57.72 7A 3C 8P Underground Sewer Et Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $58.17 7A 3C 8P Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $58.69 7A 3C 8P Underground Sewer Et Water https://fortress.wa.qov/Ini/wagelookup/prvWagelookup.aspx 4/19/2017 rdyc 1L Ui li King Power Equipment Operators- Dozers D-9 Et Under $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $57.72 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $59.28 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Elevator And Man-lift: $55.21 7A 3C 8P Underground Sewer 5t Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $58.17 7A 3C 8P Underground Sewer Et Water And Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $57.72 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $55.21 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Grade Engineer: Using Blue $58.17 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $58.69 7A 3C 8P Underground Sewer 8t Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $58.17 7A 3C 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $57.72 7A 3C 8P Underground Sewer 8t Water Locator King Power Equipment Operators- Horizontal/directional Drill $58.17 7A 3C 8P Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $57.72 7A 3C 8P Underground Sewer Et Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $55.21 7A 3C 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $59.28 7A 3C 8P Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $58.69 7A 3C 8P Underground Sewer Et Water But Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $58.17 7A 3C 8P Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $58.17 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Mechanics, All (leadmen - $59.28 7A 3C 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) httns://fnrtress_wa_nnv/Ini/wanPlnnkun/nrvWanPlnnki m_arnx 4/1 Q/7(11 7 rdye 1.5 L)i 1 i King Power Equipment Operators- Motor Patrol Graders $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, $58.69 7A 3C 8P Underground Sewer Et Water Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $55.21 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $57.72 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $58.17 7A 3C 8P Underground Sewer Et Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $59.28 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $58.69 7A 3C 8P Underground Sewer ft Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $58.17 7A 3C 8P Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $55.21 7A 3C 8P Underground Sewer Et Water 100 Feet.in Height Based To Boom King Power Equipment Operators- Remote Control Operator On $58.69 7A 3C 8P Underground Sewer It Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman $57.72 7A 3C 8P Underground Sewer Et Water (Certified) King Power Equipment Operators- Rollagon $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $55.21 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $57.72 7A 3C 8P Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $57.72 7A 3C 8P Underground Sewer Et Water King $58.17 7A 3C 8P https://fortress.wa.gov/lni/wagelookuP/PrvWagelookuP.aspx 4/19/2017 rdye 11+ UI 1/ Power Equipment Operators- Scraper, Self Propelled Under Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry $57.72 7A 3C 8P Underground Sewer Et Water Alt King Power Equipment Operators- Scrapers, Self-propelled: 45 $58.69 7A 3C 8P Underground Sewer Et Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $57.72 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $58.69 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $58.17 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $59.28 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $59.88 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $58.69 7A 3C 8P Underground Sewer Et Water jScreedman King Power Equipment Operators- Subgrader Trimmer $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In $59.28 7A 3C 8P Underground Sewer Et Water Height Base To Boom King Power Equipment Operators- Tower Crane: over 175' $59.88 7A 3C 8P Underground Sewer Et Water through 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in $60.47 7A 3C 8P Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or $58.69 7A 3C 8P Underground Sewer Et Water Truck Type King Power Equipment Operators- Trenching Machines $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $58.17 7A 3C 8P Underground Sewer Et Water ITons And Over King Power Equipment Operators- Truck Crane Oiler/driver $57.72 7A 3C 8P Underground Sewer Et Water Under 100 Tons King Power Equipment Operators- Truck Mount Portable $58.17 7A 3C 8P Underground Sewer Et Water Conveyor King Power Equipment Operators- Welder $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $55.21 7A 3C 8P Underground Sewer Et Water httnq-//fnrtrPcc_wa_nnv/lni/wanPlnnleiin/nrvWAnPlnnkiin Acnx All Q/7f117 rayc i.) U1 1 i King Power Equipment Operators- Yo Yo Pay Dozer $58.17 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $47.08 5A 4A Trimmers King Power Line Clearance Tree Spray Person $44.64 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $47.08 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $42.01 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $31.65 5A 4A Trimmers King Refrigeration Et Air Journey Level $75.36 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $54.32 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $41.69 5D 4C Applicators King Residential Drywall Tapers Journey Level $55.66 5P 1 E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $39.40 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 It Journey Level $34.69 1 Pipefitters King Residential Refrigeration Et Air Journey Level $75.36 6Z 1 G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $45.99 7F 1 R Workers King Residential Soft Floor Lavers Journey Level $45.86 5A 3D King Residential Sprinkler Fitters Journey Level $44.98 5C 211 (Fire Protection) King Residential Stone Masons Journey Level $54.32 5A 1M King Residential Terrazzo Workers Journey Level $50.26 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $47.51 5A 3H King Roofers Using Irritable Bituminous $50.51 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $75.46 7F 1 E King Shipbuilding Et Ship Repair Boilermaker $41.72 7M 1H King Shipbuilding Et Ship Repair Carpenter $41.06 7T 2B King Shipbuilding Et Ship Repair Electrician $41.09 7T 4B https://fortress.wa.qov/Ini/wagelookui)/i)rvWagelookur).asi)x 4/19/2017 rayr; 1V VI 1/ King Shipbuilding &t Ship Repair Heat Ft Frost Insulator $65.681 5J 4H King Shipbuilding Ft Ship Repair Laborer $41.08 7T 4B King Shipbuilding bt Ship Repair Machinist $41.32 7T 4B King Shipbuilding Ft Ship Repair Operator $41.03 7T 4B King Shipbuilding Ft Ship Repair Painter $41.05 7T 4B King Shipbuilding Ft Ship Repair Pipefitter $41.05 7T 4B King Shipbuilding Ft Ship Repair Rigger $41.12 7T 4B King Shipbuilding Et Ship Repair Sheet Metal $41.04 7T 4B King Shipbuilding a Ship Repair Shipfitter $41.12 7T 4B King Shipbuilding Ft Ship Repair Trucker $41.26 7T 4B King Shipbuilding Ft Ship Repair Warehouse $41.02 7T 4B King Shipbuilding Ft Ship Repair Welder/Burner $41.12 7T 4B King Sign Makers Ft Installers Sign Installer $22.92 1 4Ele� King Sign Makers Ft Installers Sign Maker $21.36 1 (Etectrical) King Sign Makers Ft Installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers Ft Installers (Non- Sign Maker $33.25 1 Electrical) King Soft Floor Layers Journey Level $45.86 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Journey Level $72.89 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $54.32 5A 1M King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $57.72 7A 3C 8P Surveyor King Surveyors Chainman $57.17 7A 3C 8P King Surveyors Construction Site Surveyor $58.69 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $38.84 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $21.45 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $37.21 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $38.84 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $38.03 5A 2B Outside King Telephone Line Construction - Telephone Equipment $38.84 5A 2B Outside Operator (Heavy) King Telephone Line Construction - Telephone Equipment $36.09 5A 22B Outside Operator (Light) htfinc•//fnri-rPcc wn nnv/Ini/wanr=lnnlei in/nrvWAnPlnnki in_acnx 4/1 9/7f11 7 rays t i u1 L i King Telephone Line Construction - Telephone Lineperson $36.09 5A 2B Outside King Telephone Line Construction - Television Groundperson $20.33 5A 2B Outside King Telephone Line Construction - Television $27.21 5A 2B Outside Lineperson/Installer King Telephone Line Construction - Television System Technician $32.55 5A 2B Outside King Telephone Line Construction - Television Technician $29.18 5A 2B Outside King Telephone Line Construction - Tree Trimmer $36.09 5A 2B Outside King Terrazzo Workers Journey Level $50.26 5A 1M King Tile Setters Journey Level $21.65 1 King Tite, Marble Et Terrazzo Finisher $41.09 5A 1 B Finishers King Traffic Control Stripers Journey Level $44.85 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $52.70 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $51.86 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $52.70 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers & Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers £t Irrigation Pump Oiler $12.97 1 Installers King Wetl Drillers Ft Irrigation Pump Well Driller $18.00 1 Installers https:Hfortress.wa.gov/Ini/wagelookui)/i)rvWacielookur).asDx 4/19/2017 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 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 first 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. J. 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 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. 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. 1 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 1. 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 at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. 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 and 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 times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked 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. 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 first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday,Sundays and holidays 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 during 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 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 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 times 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 times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly 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 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 four-day, ten-hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. 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 time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)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 until such time as the employee has had a break of eight(8)hours or more. 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. 3 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 3. D. All hours worked between the hours of 6:00 pm 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 hours 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. I. 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 IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first 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 four(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 3/3/2017 thru 8/30/2017 Overtime Codes Continued 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 after 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 four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day,ten hour work week,and Saturday shall be paid at one and one half(1'/z)times the regular shift rate 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 hours 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. G. All hours worked on Saturdays 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. H. 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 overtime hours worked,except Labor Day, and all hours on Sunday 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. Holiday 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 5 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 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). Holiday Codes Continued 5. I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). 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 Jr. 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, Independence 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 Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: 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-Half 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). 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, the Friday 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(11). 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 6 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Holiday(10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7). Holiday Codes Continued 6. T. Paid Holidays: 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). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 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 falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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 7 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 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. 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. Holiday Codes Continued 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: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day after or before Christmas Day (10). Any holiday which 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 the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. 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. 8 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 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 Note Codes Continued 8. C. 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'-$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 B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: 51.50,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. 9 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 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. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. 10 REQUEST ¢R KVORS SIGN4TURE x-��o ww.s mm .e[a��¢orsr nP tiree� uw aey ♦ � �� ern�a'r bN n ol:'StNa ��won Peon or nawr Sssz Gn[r8ct.T :roN � as n[ rte ent o w VeNg9a MR an NpM ConsWcbPn GA , oe.n"a ma.�. cn. 0.is1: snm.a / ... .e a�, i :� M {hl ➢ .� I un[ N r �oioa:. . ,� a , era ma fn:ka I�e. �mnrwe �ec =�� � erz e: z�esun'ea ows, �smll �a drti wea: n;rcw•ro '.ne easeto� es�a na Ana :�o. 'I'�N9'�9J'�rt C9J' !MI � �/' -' Py LYy� d � % 1 " i" �w oEPr. U , : o�a.aed �a M�va� 513 I � Uuw� yo V1 R u a j ' r .. , � � �a � F yf � � � � � ��r 1 X C' {^, i _. .. • KENT Agenda Item: Bids - 9D WA S H I Grow TO: City Council DATE: May 16, 2017 SUBJECT: South 208th Street Road Repair & Guardrail Installation Project - Award MOTION: Award the South 208th Street Road Repair and Guardrail Installation Project to NPM Construction, Co., in the amount of $303,855.50, 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: This project consists of improvements to the South 208th Street roadway near 92"d Avenue South. Portions of the roadway have experienced deterioration, likely due to subsurface drainage and stormwater runoff, and a section of the roadway needs to be rebuilt. This project also includes installation of guardrail at key locations. The Engineer's estimate for this project is $303,855.50. EXHIBITS: Memo dated May 9, 2017 RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS The project will be paid out of the B & O funds planned for this purpose.