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PW18-392 - Original - Titan Earthwork LLC - 2018 Curb Ramp Upgrade Project - 10/05/2018
KIEYTRecords Management Document CON rRAc r COVER SHEE T TIMs lis to be COMJACted by tale Contract manager prior fosubrniissuon If Yot: "lav to the City Uerk's Office, AiN poirbmm are to p3(� Cj:)vr1p. ete(j, e q"StiiOfils, Weasc contact tpje City Clerk's Office at 253-8,56-5725, E Blue/Motion Sheet Attached Pink Sheet Attached Vendor Name: TITAN Earthwork LLC Vendor Number (]DE): Contract Number (City Clerk): Category: Contract Agreement Sub-Category (if applicable): Project Name: 2018 Curb Ramp Upgrade Project Contract Execution Date: Date,of the Mayors signature Termination Date., 60 working days Contract Manager: Joe Araucto Department: PWI: Operations Contract Amount- $874,047.60 Approval Authority: ❑ Director ❑ Mayor City Council Other Details. The project consists of upgrading existing curb ramp to meet A A requirements in various locations s D around the city in response to citizen re quests. KET Agenda Item: Bids 10A TO: City Council i DATE: September 18, 2018 SUBJECT: 2018 Curb Ramp Upgrade - Award MOTION: Award the 2018 Curb Ramp Upgrade Project to TITAN Earthwork LLC in the amount of $874,047.60 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 upgrading existing curb ramps to meet Americans with Disabilities Act ADA requirements in various locations around the city in response to citizen requests. The project also includes traffic signal modifications and channelization associated with curb ramp upgrades. The bid opening for the 2018 Curb Ramp Upgrade Project was held on September 11, 2018 with seven (7) bids received. All were responsive. The lowest responsible and responsive bid was submitted by TITAN Earthwork LLC in the amount of $874,047.60. B'id_Tab Summary 01, TITAN Earthwork LLC $874,047.60 02. NPM Construction Co. $884,267.50 03. Transportation Systems, Inc. $948,030.00 04. R. W. Scott Construction Co. $955,965.00 05. Northwest Cascade, Inc. $969,282.00 06. Road Construction Northwest, Inc. $1,032,867.50 07. Westwater Construction Company $1,214,680.00 Engineer's Estimate $819,650.00 EXHIBITS: 2018 Curb Ramp Upgrade bid tabulation RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS: The project will be paid for using budgeted Business and Occupation Tax and Solid Waste Utility Tax funds STRATEGIC PLAN GOAL(S): ® —Connecting people and places through strategic investments in physical and technological infrastructure, 8--04.3(3) Paiinting of Curbs Cairicrete cuirlbling shallIll III 1xilInted With 1:WVO fLA1111 coats olf ap1propriiate color paiint (Yeflow or Wlhit:e), usirig IlI VOC ,Solveint Based II confai rniing to Section 9-34, Yvide enot.igh Ito completelly cover, 111:he coincrete cut bing without fmintling adjaceinlll:: surfaces. 1:4-epare exilstiing curbing to Ibe paiiinted by reinioAring orgainlic inateiriial irtear the oi.jiirlb, scrall,)e off exisibing loose as hint, aind c1leain olil splills. Flhe paint can be alplpfied Iby bii.ish or spiray. The secoind coat: sIII have glass ti affic paiint beads sprinkled hn the wet: II at, the rate of 1.2 ljourids 1 3.00 linear feet of curbing. .Fline beads s1hall] conform b",) t1he requirements of Section fit-34.4. Page 8-12 - Section 8-04.4 - Measurement AID D the following to this section: SIECTION 8--04.4 IS SUPPILEIVENTED BV'ADDDY'G THE FOLLOWING; 8-04.4 Measureirneint. I fie rineasurerneint for Kfp" WHII The biased oin the lieurmgtlh of pahinted curlb in accordaiiiuce wit1h Sechon 8-043(3) aind ac:cel3ted by t1he Eiriguineer. No addfficuinal Measurement willi be made 'for ciurlbing painted oru both sides of the cut-bing, I irnneasuN eiineint: will be made for pahinted precast coincrete slolped rinountablIe cii,irlb. Fmainting precast concrete sloped niouintablle curb is incideritrall to t1he tjInlit cointirad: price of t1he Page 8-12 - Section 8-04.5 - Payment A113D the following to this section: Fk@frfIic. Rrj:p," 11per filinear foot Page 8-20 - Section 8-20.5 - Payment DEUI the last paragraph of this section: N(,'Y4E----I hks, tea itern wilf-be-paid �ejsed-on-the luneal fcotage-of -3cm regardless-Of 2 xc 1tnu, af8rxr ..q.Ir-; ftt'�;i° :3(D' of rr-r¢4'Mvk'Jtial Moop-ha, me sf.Hm, eart Or a-f@e -two rar• rnore coop wire/cuts �Logethair-17o for-rn n Wad .i.n... III - APPENDICES Appendix 2- WSDOT Standard Plans ADD the following: G-20,10-02 Ground-Mounted Sign Ili acernent I1/ . PLANS DEVISE the following plan sheets: Sheet 7 of 20 M'LM',VISIIIFD curb ramp slope and length callouts for the curb ramp at the northwest, northeast, and southeast corners of the intersection. Sheet 8 of 20 P,EVI:SII'"ll) curb ramp design for the curb ramp at the northwest corner of the intersection. Sheet 9 of 20 UI IEVISII'i.D curb ramp slope and length call outs, and added asphalt ramp for the curb ramp at the southwest corner of the intersection. « AMI:IILM .:[) a note: "Paint New and Existing Perimeter Traffic Island Curbing." Sheet 11 of 20 • RIIEVH.iED widths shown on the "Island - Cross Section" section detail. • RF.:.'MOV D length callouts for the cut-through curb ramp conflicting with designed location. Sheet 13 of 20 • REVISED curb ramp slope and length callouts for all curb ramps. Sheet 15 of 20 • REVISED curb ramp slope and length callouts for the curb ramp at the northeast and southeast corners of the intersection. Sheet 19 of 20 • EML..'.IGMIINATWi'r11) removal of existing sidewalk and revised the location of the curb ramp at the southeast corner of the intersection. • REDESIOINE1117 the curb ramp at the northwest and southwest corners of the intersection. Sheet 20 of 20 • RE IMSEII1) location of crosswalks. 3 END OF ADDENDUM No. 1 9/q l Chad Bieren, P.E. Date Deputy Director/City Engineer Attachments: WSDOT Standard Plan: G-20.10-02 Plan Sheets: 7, 8, 9, 11, 13, 15, 19, 20 4 N E5,$ LU O W i o 4j� _ a N 0 4- N} 2m�� p O tS "`rval. a° o O d r ii zw a e Esc �i ^p4u 0y c g s -LL R� 0 F 2 O d n W x � y w O04 3 / x /ty{� 2~�y N O D Z 2 z V 52 O —_ � w � W ` J n m m D o Wgo �i w a w W 2 rcg m 8 ow3 oPy� o� w� w > � z z O a �—> �_ _ .-- o ,.>Y .. F —D w WF2 —2 3 3 J ry iF J nQU N_ 3k `j LL .. 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"_.,....__ __... b � I� S eO_e N � 3 5 Ljm no- �i /,e��Gwx//%.,ri rv�' S 3AW HiS INNER A91 MIA e i rf µ p y� E T y 2 0 I NDEX Section 1 Bidder's Package Section 2 Payment and Performance Band and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Section 5 Kant Standard Plans Section 8 WSDOT Standard Plans Section 7 Traffic Control Plans Section 8 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2018 Guru Pump Upgrade Project Number: 18-3011 . 12 BIDS ACCEPTED UNTIL BID OPENING September 11, 2018 September 11, 2018 9:45 A.M. 10:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 5, x �) TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 8113/2018 40 "00M.,I/V V KENT W A S H i N G T 9 N BIDDER'S NAME TITAN Earthwork LLC CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2018 Curb Ramp Upgrade Project Number 18-3011 . 12 BIDS ACCEPTED UNTIL BID OPENING September 11, 2018 September 11, 2018 9:45 A.M. 10:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR E I'll T W A 5 H I N O T O N 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 Certification of Compliance with Wage Payment Statutes 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 September 11, 2018 up to 9:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor 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 at 10:00 a.m. for the City of Kent project named as follows: 2018 Curb Ramp Upgrade Project Number: 18-3011.12 The project consists of upgrading cement concrete curb ramps and sidewalk at various locations around the City of Kent, including traffic signal modifications, temporary and permanent video detection, installation of pedestrian pushbuttons, traffic loops, HMA, and channelization all in accordance with the Kent Special Provisions, and WSDOT Standard Specifications. The Engineer's estimated range for this project is approximately $730,000 to $890,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Mike Almaroof at 253-856-5627. 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 cast of $50 for each set. Plans and specifications can also be downloaded at no charge at ltentWA.govidoino- business/11106_pro rl1 gment. 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 any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 22"d day of August, 2018. BY: ' JT) Kimberley A. Ko oto, City Clerk Published in Daily Journal of Commerce on August 28 and September 4, 2018. CONTRACTOR COMPLIANCE STATEMENT i (President's Executive Order #11246) Date 09/11/2018 This statement relates to a proposed contract with the City of Kent named 2018 Curb Ramp Upgrade Project Number: 18-3011.12 I am the undersigned bidder or prospective contractor. I represent that — 1. I X have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. TITAN Earthwork LLC NAME OF BIDDER BY: rs 9n00 Member SIGNATURE/TITLE Brett McKenzie 1585 Valentine Ave SE Parifir. WA gRn,17 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 2018 Curb Ramp Upgrade/Almaroof 1 August 22, 2018 Project Number: 18-3011.12 DECLARATION) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response Is required on all of the following questions for 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. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: 6r &� Brett McKenzie For: Ti TAN Earthwork LLC Title: Member Date: 0911112018 2018 Curb Ramp Upgrade/Almaroof 2 August 22, 2018 Project Number: 18-3011.12 CITY OF KENT 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 opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. 2018 Curb Ramp Upgrade/Almaroof 3 August 22, 2018 Project Number: 18-3011.12 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as 2018 Curb Ramp Upgrade/Project Number: 18-3011.12 that was entered into on the Date between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: 2018 Curb Ramp Upgrade/Almaroof 4 August 22, 2018 Project Number: 18-3011.12 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that TITAN Earthwork LLC has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named 2018 Curb Ramp Upgrade/Project Number: 18-3011.12 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered In sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with Identically worded bid item descriptions, 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 unilaterally revise the bid amounts to the lowest unit 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. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. 2018 Curb Ramp Upgrade/Alma roof 5 August 22, 2018 Project Number: 18-3011.12 PUBLIC WORKS DEPARTMENT Timothy 3. LaPorte, P.E. Public Works Director 400 West Gowe 0 Kent, WA 98032 ENT Fax: 253-856-6500 W..HI H OTOH PHONE: 253-856-5500 ,reH�,rnav�. �w, m CITY OF (CENT KING COUNTY, WASHINGTON 2018 Curb Ramp Upgrade Project Number: 18-3011.12 ADDENDUM No. 1 September 4, 2018 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.- STDDER'S OCIIMENTS SCHEDULE I: SOLID WASTE UTILITY FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. 2UANTITY PRICE AMOUNT 1002 8-04.5 150 Painting Traffic Cur 2.00 $ 600.00 KSP LN FT Per LF II - KENT SPECIAL P'ROVIS'IIM Page 8-12 - Section 8-04.3 - Construction Requirements ADD the following new section: SECTION 8-04.3 ZS SUPPLaC-MENT D BY ADDING THE POL.L.OWZNG° NEW SECTION: 0 0 a c, It Mayor Dana Ralph � m � we � HH m 1 SCHEDULE I: SOLID WASTE UTILITY FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY 11PnRICE AMOUNT 1000 1-09.7 1 Mobilization (SCHEDULE I) $�'q- 10%*co$ ►VA 6U'W 00 WSDOT LUMP SUM Per LS 1 1005 2-02.5 410 Remove Existing Asphalt $ Il-00 $ (06 M. DO * KSP SQ YDS Concrete Pavement Per SY 1010 2-02.5 200 Remove Cement Concrete $ ?.2•W $ 4,1+moo * KSP SQ YDS Sidewalk Per SY 1015 2-02.5 430 Remove Cement Concrete $ ly.-�Jo $ toy Za6.o0 * KSP LN FT Curb and Gutter Per LF 1020 2-02.5 150 Remove Cement Concrete $ S•OD $ '4'✓O.00 KSP LN FT Pre-cast Curbing Per LF 1025 8-22.5 1,600 Removing Paint Line $ 0.25 $ Lfpp,pp KSP LN FT Per LF 1030 8-22.5 450 Removing Plastic Pavement $ to-oo $ Zt�CO,(7D �C KSP SQ FT Markings Per SF 1035 8-21.5 65 Permanent Signing $ 10•00 $ Lf SG O.00 * KSP SQ FT Per SF 1040 8-21.5 8 Concrete Sign Base, Post $_6(V-V0 $ 2AX 00 * KSP EACH Anchor, and Pre-punched Post Per EA 1045 2-02.5 850 Saw Cut Existing Asphalt $ 1;.00 $ 1.klso oo �c KSP LN FT Concrete Pavement Per LF 2018 Curb Ramp Upgrade/Alma roof 6 August 22, 2018 Project Number: 18-3011.12 SCHEDULE I: SOLID WASTE UTILITY FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1050 4-04.5 50 Crushed Surfacing Top $ so-00 $ f, 300.co * KSP TONS Course, 5/8 Inch Minus Per TON 1055 5-04.5 50 HMA Class 1/2", PG 58V-22 $ .00 $ 1"rj,OW.D0 * KSP TONS Per TON 1060 5-04.5 1 Asphalt Cost Adjustment $5,000.00** $5,000.00 KSP CALC CALC **Common price to all bidders 1065 8-14.5 100 Cement Concrete Sidewalk $ $ 112-OD.CO �c KSP SQ YDS Per SY 1070 8-14.5 3 Cement Concrete Sidewalk $ ?;,;Ko.OD$ 11�ZGja,OO * KSP EACH Ramp Type Parallel A Per EA 1075 8-14.5 2 Cement Concrete Sidewalk $ 31 u'0os-: t6jw,00 * KSP EACH Ramp Type Parallel B Per EA 1080 8-14.5 3 Cement Concrete Sidewalk $ LV520.00$ 13,5(oo.00 KSP EACH Ramp Type Cut-thru Per EA 1085 8-14.5 3 Cement Concrete Sidewalk $4),5 A.00$ 13,5100 .00 KSP EACH Ramp Type Combination Per EA 1090 8-04.5 340 Cement Concrete Curb and $ b2'oo $21tp�p.CO * KSP LN FT Gutter Per LF 1095 8-04.5 230 Pedestrian Curb $ 2-(D,00 $ 61A%,00 * KSP LN FT Per LF 2018 Curb Ramp Upgrade/Almaroof 7 August 22, 20t8 Project Number: 18-3011.12 SCHEDULE I: SOLID WASTE UTILITY FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1100 8-04.5 220 Precast Concrete Sloped $ 34-W $ 4,4tV-OD KSP LN FT Mountable Curb Per LF 1105 7-05.5 1 Replace Existing Catch Basin $ ' $ jwZ5,00 * KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 1110 8-22.5 80 Plastic Stop Line $ It-GO $ 61W.lx) * KSP LN FT (24 inch wide) Per LF 1115 8-22.5 10 Plastic Yield Line Symbol $ T�)•Clo $ +50.00 WSDOT EACH Per EA 1120 8-22.5 780 Plastic Crosswalk Line $ �+.,30 $ 6" ?,550,00 * KSP SQ FT Per SF 1125 8-22.5 2,310 Profiled Plastic TWLTL Line $ 10.00 $ 1,61Z 0.L0 KSP LN FT Per LF 1130 8-22.5 6 Plastic Traffic Arrow $ ,$5•cc) $ 11111IOXV WSDOT EACH Per EA 1135 8-22.5 500 Profiled Plastic Double Yellow $ '-3,C,-0 $ 4125ctV0 KSP LN FT Centerline Per LF 1140 8-09.5 0.7 Raised Pavement Marker $ I,128.LV $ WSDOT Per Type 2 Per HUND HUNDRED 1145 8-02.5 15 Topsoil Type A $ 4$,00 $ p,()p �k KSP CU YDS Per CY 2018 Curb Ramp Upgrade/Almaroof 8 August 22, 2018 Project Number: 18-3011.12 SCHEDULE I: SOLID WASTE UTILITY FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 1150 8-01.5 50 Seeding, Fertilizing, and $ 1 l •00 $ 650.00 �k KSP SQ YDS Mulching Per SY 1155 8-01.5 10 Inlet Protection $ '6-'5-CO $ a50-CO �k KSP EACH Per EA 1160 8-20.5 3 6 Foot Diameter Traffic Loop $ kt1DOW $'bib 0.00 * KSP EACH Per EA 1165 8-20.5 1 Traffic Signal Modification at $ L11,5C0.00$ KSP LUMP SUM Military Road S and S Reith Road Per LS lir9�•� and S 259th Place Intersection 1170 8-20.5 1 Contractor Supplied Temporary $5,'L60e0D$ KSP LUMP SUM Video Detection (Military Road S Per LS C�,IF5C).00 and S Reith Road and S 259th Place Intersection) 1175 1-10.5 1,100 Traffic Control Labor $C36-170 $ (Q(' Drx)•CD �k KSP HOURS Per HR 1180 1-10.5 230 Traffic Control Supervisor $ 1-4.oO $ r+J1a00 �k KSP HOURS Per HR 1185 1-10.5 1 Temporary Traffic Control $ ZiC1Co,00 $ L1CloO.00 KSP LUMP SUM Devices (SCHEDULE I) Per LS 1190 1-10.5 90 Portable Changeable Message $ 1Z5,00 $ 1�tZ5a,00 �k KSP DAYS Sign (PCMS) Per DAY 1195 1-10.5 130 Uniformed Off-Duty Police $ III .DO $ �1.1;��?Jp,co �k KSP HOURS Officer Per HR 2018 Curb Ramp Upgrade/Almaroof 9 August 22, 20t8 Project Number: 18-3011.12 SCHEDULE I: SOLID WASTE UTILITY FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1200 1-10.5 40 Sequential Arrow Sign (SAS) $ (.4,co $ I 6(nc. GO * KSP DAYS Per DAY 1205 8-01.5 80 Street Cleaning $ W-5-co $ 1]1(poo-co * WSDOT HOURS Per HR 1210 8-01.5 1 Erosion/Water Pollution $10,000.00** $101000.00 WSDOT FORCE Control Per FA ACCOUNT **Common orice to all bidders 1215 8-01.5 60 ESC Lead $ ]23 CO $ �k KSP HOURS Per HR 1220 1-07.15(1) 1 SPCC Plan $ 500-CD $ 1560,00 WSDOT LUMP SUM Per LS 1225 1-04.4(1) 1 Minor Changes $5,000.00** $5,000.00 WSDOT CALC Per CALC **Common price to all bidders Schedule I Total $ A lu P%—T lto 2018 Curb Ramp Upgrade/Almaroof 10 August 22, 2018 Project Number: 18-3011.12 SCHEDULE II: B&O FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2000 1-09.7 1 Mobilization (SCHEDULE II) $ qk'T? a,UO$4I ggy pp WSDOT LUMP SUM Per LS 2005 2-02.5 200 Remove Existing Asphalt $ OF&M $ S14oc oo * KSP SQ YDS Concrete Pavement Per SY 2010 2-02.5 30 Remove Reinforced Cement $ Z10 .(7V $ no.00 KSP SQ YDS Concrete Driveway Per SY 2015 2-02.5 350 Remove Cement Concrete $ Z2 '()0 $ I—IC0•00 �k KSP SQ YDS Sidewalk Per SY 2020 2-02.5 500 Remove Cement Concrete $ 1'A .150 $� �250.00 �k KSP LN FT Curb and Gutter Per LF 2025 8-22.5 2,000 Removing Plastic Pavement $ to-vo $ 121ODO.co �k KSP SQ FT Markings Per SF 2030 8-21.5 5 Permanent Signing $'+O .00 $ '650.00 * KSP SQ FT Per SF 2035 8-21.5 2 Concrete Sign Base, Post $300.00 $ (OCO.W �k KSP EACH Anchor, and Pre-punched Post Per EA 2040 2-02.5 1,100 Saw Cut Existing Asphalt $ '5 .00 $ 6,r5m,C0 �k KSP LN FT Concrete Pavement Per LF .co 2045 4-04.5 60 Crushed Surfacing Top e2SA$ $ �51p0.� �k KSP TONS Course, 5/8 Inch Minus Per TON 2018 Curb Ramp Upgrade/Almaroof 11 August 22, 2018 Project Number: 18-3011.12 SCHEDULE II: B&O FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2050 5-04.5 35 HMA Class 1/2", PG 58V-22 $ '33w-co $ (01c�;00•V0 * KSP TONS Per TON 2055 8-06.5 20 Cement Concrete Driveway, $ ( 53.c0 $ 310(001co KSP SQ YDS 8 Inch Depth, Reinforced Per SY 2060 8-14.5 150 Cement Concrete Sidewalk $11-00 $ lo,'90D,00 �k KSP SQ YDS Per SY 2065 8-14.5 2 Cement Concrete Sidewalk $3,160AD $ '-, r'700.CO KSP EACH Ramp Type Perpendicular A Per EA 2070 8-14.5 8 Cement Concrete Sidewalk $ 311'1�90,0o$ -j0,0W.00 * KSP EACH Ramp Type Parallel A Per EA 2075 8-14.5 1 Cement Concrete Sidewalk $ 3►1-r;0X0$ � 11C20.00 �k KSP EACH Ramp Type Parallel B Per EA 2080 8-14.5 2 Cement Concrete Sidewalk $ 14 fi 0.00$ q 0q0,L-p KSP EACH Ramp Type Blended Per EA ' Transition 2 2085 8-14.5 2 Cement Concrete Sidewalk $ 71150,CD$ KSP EACH Ramp Type Single Direction A Per EA 2090 8-04.5 500 Cement Concrete Curb and $ (02-00 $ �J��oOo•r� �K KSP LN FT Gutter Per LF 2095 8-04.5 20 Cement Concrete Curb and $ 1356.CD $ -2 ;4(a0to KSP LN FT Gutter, 8 inch Depth, Per LF Reinforced 2018 Curb Ramp Upgrade/Almaroof 12 August 22, 2018 Project Number: 18-3011.12 SCHEDULE II: B&O FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. UANTITY PRICE AMOUNT 2100 8-04.5 260 Pedestrian Curb $ 2'(Q.00 $ (ol-RQo-00 * KSP LN FT Per LF 2105 7-05.5 5 Adjust Existing Catch Basin $ kf6Q'CIO $ 21Zrga KSP EACH Frame and Grate to Finished Per EA Grade 2110 7-05.5 1 Replace Rectangular Manhole $ (041�2-.Cv $ (piGj. CO KSP EACH Frame and Lid with City Supplied per EA Frame and Lid and Adjust to Finished Grade 2115 7-05.5 1 Replace Existing Catch Basin 1-2,1;.00 �k KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 2120 7-05.5 1 Replace Existing Manhole Lid $ $1J0-00 $ S450.00 KSP EACH with Slip Resistant Surface Per EA and Adjust to Finished Grade 2125 7-12.5 1 Replace Existing Valve Box $ r-)W V $ 6W.Co KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade 2130 8-22.5 220 Plastic Stop Line $ i l • $ 2,530.00 * KSP LN FT (24 inch wide) Per LF 2135 8-22.5 1,600 Plastic Crosswalk Line $ -'.CIO $ t'Lloco o �k KSP SQ FT Per SF 2140 8-02.5 15 Topsoil Type A $ L4940v $ 12JOoDO �k KSP CU YDS Per CY 2145 8-01.5 40 Seeding, Fertilizing, and $ 1 I .00 $ H40.00 �k KSP SQ YDS Mulching Per SY 2018 Curb Ramp Upgrade/Almaroof 13 August 22, 2018 Project Number: 18-3011.12 SCHEDULE II: B&O FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2150 8-01.5 11 Inlet Protection $ '36400 $q;55,C0 �k KSP EACH Per EA 2155 8-20.5 12 6 Foot Diameter Traffic Loop $ 11100"co $ j31200.W �k KSP EACH Per EA 2160 8-20.5 1 Traffic Signal Modification at SE $ Z61CO0,CO$ 2.csjo ,00 240th Avenue and 108th Avenue KSP LUMP SUM SE Intersection, including Per LS Permanent Video Detection n� 2165 8-20.5 1 Traffic Signal Modification at $ 3q1'ZGDX0$ ? ?W,00 KSP LUMP SUM SE 260th Street and 104th Per LS Avenue SE Intersection 2170 1-10.5 1,200 Traffic Control Labor $ 66"50 $ (0(G1(o00,C0 �k KSP HOURS Per HR 2175 1-10.5 220 Traffic Control Supervisor $--+,()0 $ ilO,6140ADD �k KSP HOURS Per HR 2180 1-10.5 1 Temporary Traffic Control $ 21g00.00$ 211900, 0C KSP LUMP SUM Devices (SCHEDULE II) Per LS 2185 1-10.5 90 Portable Changeable Message $ i�100 $ 11 t?_60•00 * KSP DAYS Sign (PCMS) Per DAY 2190 1-10.5 290 Uniformed Off-Duty Police $ in 'Go $ 32�,iq�,Ob * KSP HOURS Officer Per HR 2195 1-10.5 40 Sequential Arrow Sign (SAS) $ [A.00 $ J-16(.Oozo * KSP DAYS Per DAY 2018 Curb Ramp Upgrade/Almaroof 14 August 22, 2018 Project Number: 18-3011.12 SCHEDULE II: B&O FUNDED LOCATIONS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2200 8-01.5 80 Street Cleaning $ 14r9to $ i� ("'Co * WSDOT HOURS Per HR 2205 8-01.5 90 ESC Lead $ I23•cc) $ 1 i(�� Q,00 �k KSP HOURS Per HR Schedule II Total $ ) i `s ,l 2018 Curb Ramp Upgrade/Almaroof 15 August 22, 2018 Project Number: 18-3011.12 BID SUMMARY ScheduleIl(a, 21� lea Solid Waste UtilityFunded Locations Schedule II 5 f 1 Ste/• Loo g-- 1 &O Funded Locations TOTAL BID AMOUNT 41 I � DqJ, uo 2018 Curb Ramp Upgrade/Almaroof 16 August 22, 2018 Project Number: 18-3011,12 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: 2n158 curb Ramp Upgrade Project Number: la-3ni1_17 Subcontractor Name '-A(Y) L ! Item Numbers Subcontractor Name of Item Numbers — _ol.n5 - VIDUC h iag6,110 l ;2055 -KYWL k a0g5. Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE r 2018 Curb Ramp Upgrade/Almaroof 17 August 22, 2018 Project Number: 18-3011.12 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: TITAN Earthwork LLC Project Name: 2018 Curb Ramo Uoarade Project Number: 18-3011.12 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. Heating, Ventilation, and Air Conditioning Subcontractor Name: N/A Plumbing Subcontractor Name: N/A Electrical Subcontractor Name: TITAN Earthwork LLC 09/11/2018 Signature of Bidder Date 2018 Curb Ramp Upgrade/Almaroof 18 August 22, 2018 Project Number: 18-3011.12 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals 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 mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. 2018 Curb Ramp Upgrade/Almaroof 19 August 22, 2018 Project Number: 18-3011.12 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: TITAN Earthwork LLC NAME: Brett McKenzie ADDRESS: 1585 Valentine Ave SE Pacific WA 98047 PRINCIPAL OFFICE: TITAN Earthwork LLC ADDRESS: 1585 Valentine Ave SE Pacific, WA 98047 PHONE: 206-325-3004 FAX: 253-485-3400 STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 602-605-763 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. Employment Security No. 362580-00 6 State Excise Tax No. 602-605-763 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under 2018 Curb Ramp Upgrade/Almaroof 20 August 22, 2018 Project Number: 18-3011.12 control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 11 Years 2.2 How many years has your organization been in business under its present business name? 11 Years 2.2.1 Under what other or former names has your organization operated? None 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: N/A 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 02/20/2007 2.4.2 Type of partnership (if applicable): LLC 2.4.3 Name(s) of general partner(s): Steve Greting, Brett McKenzie, William Gill 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: N/A 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if apppllcable. 2018 Curb Ramp Upgrade/Almaroof 21Washington: TITANEL936C0 August 22, 2018 Project Number: 18-3011.12 3.2 List jurisdictions in which your organization's partnership or trade name is filed. Washington 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Earthwork, Electrical, Utilities, Demolition, and civil construction. 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- See attached "contracts on hand" 4.4.1 State total worth of work in progress and under contract: $14 Million 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. See attached "completed projects" 4.5.1 State average annual amount of construction work performed during the past five years: $12-$14 Million 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See attached "Key Personnel" 4.7 On a separate sheet, list your major equipment. See attached "Equipment List" S. REFERENCES 5.1 Trade References: City of Seattle, 206-684-4160 5.2 Bank References: Bank of America, Madison Pike Branch, Sally Nguyen 206-358-2055 5.3 Surety: 5.3.1 Name of bonding company: Berkley Insurance Co. 5.3.2 Name and address of agent:Propel Insurance, 1201 Pacific Ave 2018 Curb Ramp Upgrade/Almaroof 22 Tacoma, WA 98402 August 22, 2018 Project Number: 18-3011.12 6. FINANCING 6.1 Financial Statement. "Will submit when requested" 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 financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following 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, provision 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 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 11th day of September 2018. Name of Organization: TITAN Earthwork LLC JP By: .!` Title: Member 2018 Curb Ramp Upgrade/Almaroof 23 August 22, 2018 Project Number: 18-3011.12 7,2 Brett McKenzie , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 11th day of September ; 2018. Notary Public �-� „ ... %" C,p4LG�1.14, My Commission E ire 02 he, d 2-p "� q py "dk�..s to SlJro nw rw � ay wAti 0%.. 2018 Curb Ramp Upgrade/Almaroof 24 August 22, 2018 Project Number 18-3011.12 Depadment of Laborandfndnstries f Box 44450 FIT t N BAfi'k'ffV�ORK LLC Olyinpia, WA;98504-4450 � � � Id :CC Tl'Y?ANj-.'L936CO a Rdgi8ta d as provided by Law as: ("mnstru 40n contraoor (C CCY4 -CrN � ga TITAN 1.AR7"ffWC7f K"LLC 6e6&e;Date Z/2U12007 S°WALLC4'�fi�4AVE' 4 A'spira6ii fttc" ISM67fS 2�2(7r PACIFIC WA'98047 w 5/1 612 0 1 8 TITAN EARTHWORK LLC Il.mic Pspn1"0 Coul-ncl Search L&I R-Llr,,t,1 Help M1 I,&-t Safety e,Flealth Claims& Insurance Workplace Rights Trades & Licnr sing Washington State Department of Labor & Industries TITAN EARTHWORK LLC Owner or tradesperson 1585 VALENTINE AVE SE PACIFIC,WA 98047 Principals 206-325-3004 MCKENZIE,BRETT KING County KINNARD,PARTNER/MEMBER GILL,WILLIAM(BILL) EDWARD,PARTNERIMEMBER GREILING,STEVEN ROBERT,PARTNERIMEMBER Doing business as TITAN EARTHWORK LLC WA UBI No. Business type 602 605 763 Limited Liability Company Governing persons WILLIAM GILL STEVEN R GREILING; BRETT MC KENZIE; License Verify the contractor's active registration/Ecorse I certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TITANEL936CO Effective—expiration 0212012007—06M 5t202O Bond Berkley Insurance Co $12,000.00 Bond account no. 0182016 Received by L&I Effective date 0511512014 06/1412014 Expiration date Until Canceled Bond history _Insurance Zurich American Ins Cc $1,000,000.00 Policy no. GLA915581104 Help us improve 5/16/2018 TITAN EARTHWORK LLC Received by L&I Effective date 0410512018 04/05/2018 Expiration date 04/05/2019 Insurance history a Savings 'No���avings accounts during the previous 6 year period. 4 awsults b„, savings Ni Witilts against the bond or or or snt{s agalgrvat iha s accounts during the previous 8 year period, L&I Tax debts No L8,1 tax debts are recorded for this contractor license during the previous 6 year period, u some debts may be recorded by other agencies. License Viol ations No Ilcense v0silons during the previous 6 year period. Workers' comp Do you know If the business has employees?If so,verify the business Is up-to-date on workers comp premiums. L&I Account ID Account Is current. 129,376-00 Doing business as TITAN EARTHWORK LLC Estimated workers reported Quarter 1 of Year 2018"51 to 75 Workers" L&I account contact TO!DALE MCMASTER(360)902.5617-Email:MCMS235@lnl.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been Issued against this contractor. Contractors not allowed to bid Na deibarm¢ants 11 h 11 ave been Issued against this contractor. Workplace safety and health Check for any past safety and health violations found on Jobslas this business was responsible for. Inspection results date 1210312013 No violations Inspection no. 316910322 Location 6020 North 51st St Tacoma,WA 911407 Inspectlon results date 1110 812 01 2 No violations Inspection no. 316541853 Location 13559 Lynden Ave N Seattle,WA 98125 Q Washington Stale Dept.of Labor A Industries.Use of this site Is sublect to the laws of the slate of Washington. Help us improve 8/13/2dl8 TITAN EARTHWORK LLC STATE Of WMHINGTON Department of Labor & Industries Certificate of Workers' Compensation Coverage August 13, 2018 WA UBI No. 602 605 763 C L&I Account ID 1129,376-00 Legal Business Name TITAN EARTHWORK LLC Doing Business As (TITAN EARTHWORK LLC Workers' Comp Premium Status: Account is current. Estimated Workers Reported Quarter 2 of Year 2018 "76 to 100 Workers" (See Description Below) I Account Representative i Employer Services Help Line, (360)902-4817' Licensed Contractor? Yes License No. TITANEL936CO License Expiration 0 611 5/2 0 2 0 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial Insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCWJ 51.12.050 and 51 .16 1901. Client#: 119927 TITAEART ACORD. CERTIFICATE OF LIABILITY INSURANCE DATF('12018YYY) 4l06/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder In lieu of such endorsement(s). PRODUCER ME. Christine Maden Propel Insurance mrC.Nn.E,m: A r.wI PHONE 800 499.0933 Ay 866 577.1326 Tacoma Commercial Insurance EMAIL christine.anada@nn ro olinsurance.com EMAIL 1201 Pacific Ave,Suite 1000 INSURER(SI AFFORDING COVERAGE NAICH Tacoma,WA 98402 INBI IRFR A-zud.h Ameda.a m.vnn�.Campeny 16535 INSURED INS_I_m ER R:H-0g.10re Insurance Company 42307 TITAN Earthwork LLC s INSURER C:WealcM1mmr surplus Linea Insurance Co. 10172 1585 Valentine Ave SE INSURER D: Pacific,WA 98047 INSIIRFR F INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED F BY PAID CLAIMS. HISS TYPE OF INSURANCE IDOLSEL WON POLICY NUMBER PWYO. .1=TJ- POf1ICI Y LIMITS A X COMMERCIAL OENERAL LIABILITY X X GLA915581104 4/0512016''.0 4/0512 01 91 EACH OCCURRENCE A1n0_n nnn CLAIMS-MADE FXI OCCUR FAM . . uNFUN Sion-goo X PD Ded:$5,000 MFn EXP rAnv ono oemool 110.000 PERSONAL B ADV INJURY $1.000.000 GI AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S2.000.000 POLICYI �I dE ��IIPRCPo' D LOC PRODUCTS-COMI AGO 82.000.000 OTHER: $ A AUTOMOBILE LIABILITY X X GLA915581104 4105/2018 04/05/20191 COMBINED SINGLEMMII A.000.000 (EA 46cIrI Ix ANY AUTO BODILY INJURY(Per person)OWNED SCHEDULED BODILY INJURY(Per aaldent) $ AUTOS ONLYN AUTOSED OWNEDPnOPERTY DAMAGEAUTOS ONLY AUTOS ONLY $ $ B UMBRELLA LIAB X OCCUR X X SEI8EXC75 22601V 4/05/2018 04/05/201SI EACH OCCURRENCE t-r nnnnnn X EXCESS LIAB CI AIMS MADE ACG_REC_ATE S5.000.000 DEB RPTFNTION SO_ _ S WORKERS COMPENSATION (WA Stop Gap) cERTI ITF I OTH AND EMPLOVERS'LIABILITY A ANY PROPRIBTQRPPARTIER/EXECUTIVE GLA915581104 41D5/2)18 04I05/20191 FI Enr.HpccloENT 51.000.000 OFGICERIMEMBER EXCLL DEDT N/A E.L.DISEASE-EA EMPLOYEE S1.000.DOO yMandHtory In Nfl) DISEASE Il ppas,descrlbe under E.L DISEASE-POLICY LIMIT $1.000.000 BE RI PTICN OF OPERATIONS below C Pollution mm X 1324268706007 4/05/2018 04/05/2019r $5,000,000 Occurrence Liability $5,000,000 Aggregate DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101.Additional Remarks Schedule,may be eaached It more space Is required) Sample Certificate CERTIFICATE HOLDER CANCELLATION Sample Certificate SHOULD ANY OOTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE P THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE T♦� �� ©1988.2015 ACORD CORPORATION.All rights reserved. ............... ,......�,.,.., .. r�� wrnon....._.....e.l r..-...�.,..e,.1�.e.ed a Lr..J Arnnn NF h3 �".. � �yv ri ira � �x'.: b r ✓.� (��� ro ,� t{�i;+�f� aj.�v} `i5 r"t txr A �+� ��• �j9$ � � '�r1+ T.. �0.�sw ^ a � P k „, " ,�,iA k� ZfS� . �'� �f'M1��Y �� h�v�.i4 � �i��rl �� ■ �'R�Cy Yu 3 Y,W.�4' y f'��b� k�'�Y�y A6 g"��.+,r i��� kR F��{� �MY, 1 i BN.:ReYY v a_w Y) 'Lg}� �rl.+ �=P'< maMn,;M6 9 (ue µ xtv+.t•e..« DEMOLITION ■ EARTHWORK • UTILITIES To whom it may concern, TITAN Earthwork LLC is not and has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3) in the past three years. Than'kKu, red Smith Senior Estimator 253-486-7173 Earthwork • Demolition + Environmental • Land Clearing . Utilities 1585 Valentine Ave SE . Pacific, WA 98042 . Phone (206) 325-3004 • Fax(253) 485-3400 Core Principles: Integrity/Safety/Quality/Production 1 1 1,xY g,% DEMOLITION EARTHWORK ■ UTILITIES To whom it may concern, In the last three years, TITAN Earthwork LLC has not been a "willful" violator as defined in RCW 49.48. 082, of any provisions of chapters 49.46, 49.48, or 49. 52 RCW. Thank you, i d Smith enior Estimator 253-486-7173 Earthwork * Demolition 9 Environmental * Land Clearing * Utilities 1585 Valentine Ave SE Pacific, WA 98042 # Phone (206) 325-3004 * Fax(253) 485-3400 Core Principles; Integrity/Safety/Quality/ Production O > a a v " o Lb u o o v v v > > v y LL O Z O a 0 Z Z in D 0 a a vi <n G E O u N W m O O O N m O O O O O O 0 O O O O O N O N O n o 0 0 LD -It 0 0 0 0 0 0 0 0 0 0 0 0 � O m 0 C 00 rn, tb V N Ci of -.6 O n i n1 n c4 O N O O n o M 1l, CLn i oo n m D rn D g co m m D O D n o n 0 bo N O m w -4 d' N �--I lD N rl N O O Ln N W Ln O m b0 Ew0 mo b0 n c-I crn, O l0 ww In Ln v o Lvi n o 0 o r i Ln n 0 W ci n ci lD co) LD n Ln N Ln m V m m O N m [t Q� m m Ln n N 0 co m H lb n V} w V} N oo v-i n co O .-1 V? t•, VF VT V V} fY N' fV i/T f�'1 V V)- c-I m V V) V} V} VT V} V) VT V} V} V} V} 16 L. 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V} V} V} LT V} O N _ 41 � � N m N Omi � M O N M N M O W tp N p lOO a N m N m m 4 n m m ry m n v o w `^ 0 ? m (n m a ul a ti m ry Q V N W N .Oi N O O O W Off W O J M O 1p N W 3 N W lD 6 6N W v Ol m m ¢ v a a $ o o Q o Q o 0 o a v o a m 0 3 3 3 m o 3 ti a 3 w w v w a m co m eo ¢ >; °+ w > > � Q w m m � o — .c o m m m 3 m m a m uwi 01 awi m vv N 3 g a a a v a u> a 3 ^ m w v01i > c 3 3 o 3 3 3 3 •a o o `o >, L >, Ld i rl m N ul n ap N O O O N n O N 0 0 0 O O O v-I O m�l1 ci I m rrv4 T N .�-1 N rtN1 On On n tNil H m n d N n M N O N 7 7 C N w 4 3 3 N w w u o M c D c d u o n � 0 o D cDt E vui « « w `— 2 L J E Mv0 vw w w D u w L0 Nc> tj ° G N m w 'du ° ° o DQ o w o 0 0 c u OE w Z V D vo vm cOC .vm >Jo.Cu J J J n VI Z V F- U U l7 Q 2i J Q L U U V J V V1 V m d S Y C C p_ B C w w 0 w D E � o c m > w w m c E n N D C o w E o_ n w E u w y� L r 1n m �6 w M Y m e V m L u a, m `w •� w m m 3 �n w « y 'b w c m C I c v E :7 v y <n n `w - �? ` `w , w o c y a Y v w w 'a. u n U C w Y O N u w n Y m O 'O ` O = w E O w O V C N v i Y � o N o m u 3 Q '� wH w c F ¢w > Y c' � N � c o � �y w cw C W u D M N O w MJ O n ON LL LL ll m G 2 S N U O LL �d DEMOLITION ■ EARTHWORK Ill UTILITIES 13806 16th Street East • Sumner• Washington 98390 KEY PERSONNEL Brett McKenzie,Superintendent With TITAN since: 2007 (253)261-7300 William Gill,Superintendent With TITAN slnce: 2007 (253)261-4652 bell ICdTITA Nea rt h.com • Rory McLean,General Foreman With TITAN since: 2007 (253)377-4096 rmcleen(e1TITANearth com • Travis Stewart,General Foreman With TITAN since: 2011 (253)334-3332 tstewarL(cPT ITANearkh.00 m Josh Vogt,Project Manager With TITAN since: 2011 (2061245-3204 lvogt(,DTITANea rth.com • Chris Pierce,Project Manager With TITAN since; 2012 (253)720-0523 gokrce@TJTALtearth.com • Justin Gllscul,General Manager With TITAN since: 2014 (253)266-5998 iellsoul(PTITANearth com • Courtney 5oyrIng,Demolition 0lvls!on Mgr With TITAN since: 2016 (253)985-1185 csovri net@TITANea rth.com • Bryan Bailey,Electrical Division Mgr With TITAN since: 2016 (206)261-8791 J K W � w cYc JZ p Y YQQ d Y � mm aYa ��il '..m w Y y � a Y c W m ❑ U' l7 0 0 7 W l9 mcp X X W ry ❑ l7 m. w m r�u U LLD .., m m ❑ N'.N N N N N m Q m m � m m Lm d 2 x m'.rl c-1 c-I rl N x x 2 2 3 m 6 ',w T S S m N Y a a z ow a a m m z u u u g Q F W p N O p p W wW w ❑ ❑ ❑ (� W (9 pppp m Q F N N N N N N O ON N o0 N N N N N -� M Y 2 0 ❑ ❑ N N N N Y',.p W m Y d d Vf 2 2 2 rl rl rl rl r1'...rl Y > N N N N LL cr a n n N O V N m n M V n ap rl rl M N n n W 0 0 0 0 Y 0 0 0 0 0 O 0 0 0 0 0 0 0 0 N N N N km m a O ❑ w O ry W Fj x a Y U d U M 2 M r O a ma u O ftl N N 3 X X x X O O O X X LL 'C ry N ry� O J ❑ U' 0 V' ID d a ❑ U' .i m m Q u o 0 o w o 0 o a 0 vui m m a ti n ro '� rO1i N N N Q N N N n m m cif mpp' w 0 0 0 0 o d .-i LL O N p m N Z .+ ,� ,-� v-1 a m O N ,y (O� m n w ❑ o H . 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I ella BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (September 11, 2018), the bidder is not a "willful" violator, as defined In RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. TITAN Earthwork LLC Bidder's Business Name de Signature of Authorized Official* Brett McKenzie Printed Name _ Member Title 09/11/2018 Pacific WA Date City State * if a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 2018 Curb Ramp Upgrade/Almaroof 25 August 22, 2018 Project Number: 18-3011.12 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 sixty (60) 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 period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 511/o of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s One to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: 09/11/2018 TITAN Earthwork LLC NAME OF DER , /ti Signature of Authorized Representative Brett McKenzie, Member (Print Name and Title) 1585 Valentine Ave SE Address Pacific WA 98047 2018 Curb Ramp Upgrade/Almaroof 26 August 22, 2018 Project Number: 18-3011.12 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, TITAN Earthwork, LLC as Principal, and Berkley Insurance Company as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent(5%)of Bid Amount 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 2018 Curb Ramp Upgrade/Project Number: 18- 3011.12 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 11th DAY OF September 2018 TITAN Fart ork LL oe PRINCIPAL .__ Berkley InsuranceCompany SURETY Heather L. Allen, Attorney-in-Fact 20 Received return of deposit in the sum of $ 2018 Curb Ramp Upgrade/Almaroof 27 August 22,2018 Project Number: 18-3011.12 No.BI-1220i POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON,DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (due "Company"), a corporation duly I organized and existing tinder the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted a> and appointed, and does by these presents make, constitute and appoint: Karen C. Swanson; Julie R. Truitt; Brent E. Heilesen; " Christopher Kinyon; Jamie L. Marques; Carley Espiritu; Peter J. Comfort; Annelies M. Riehie; Kyle Joseph Howat; Mary S. Norrell; or Heather L. Allen of Propel Insurance of Tacoma, WA its true and lawful Attorney-in-Fact, to sign its name as surety a; :E only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars i -r- (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected "i officers of the Company at its principal office in their own proper persons. i; 0. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25,2010: RESOLVED,that, with respect to the Surety business written by Berkley Surety,the Chairman of the Board, Chief Executive " Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, reeognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal I C`" of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and r revoke any power of attorney previously granted; and further aRESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings,recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated;and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and u ni further .... RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or (; '•y° other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have -- ceased to be such at the time when such instruments shall be issued. r t,' IN WITNESS WHEREOF, the Comp ny has caul d these presents to be signed and attdsled by its appropriate officers and its JJ corporate coal hereunto raltixed this L_ iy of za Attest: / Berkle Insurance Compaq (Seal) By f l �_..._ __. By J it Ira k , Ledo an Jef e 1 ftcr ' Executive Vice President& Secretary 'en o I estdenl I,A C WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE 1*13ERKLEY"SECURITY PAPER. STATE OF CONNECTICIf'r) a c ) ss; COUNTY OF FAIRFIELD ) ' Sworn to before me, it Notary Public in the Slate of Connecticut, this day of/U01149 16(4- a�a by Ira S.Lederman and Jctfley M. liaftcr Who arc sworn to me to be the Executive Vice Pre "d t and Sccr¢tm^y, an the Senior Vice President, is respectively, of Berkley Insurance ComparlglARIAC. RUNDBAI<EN f NOTARY PUBLIC 7 -1.� - r!✓Y. MY COMMISSION EHPIRES otary Public,State of Connecticut („) M APRIL30.2019 .-" CTRTIFICATE -? I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney;that said Power of Attorney has not been revoked or rescinded and that the authority of the a> .- Anomey-in-Fact set forth therein,who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. / q� Given under my hand and seal of the Company,this day of (Seal) ... .... _ .. Vincent P.Forte Please taedfy Che authenticity of °R:Ihea f ratatrury'un~er'at: aat:taache cl to t:0a'u.s Pom�r by: Toll-free 1fdephone" ( f; 0) 45 -5r/f.86; oir Electrork Maafk GNnan, g r , g[kIgyHj[ejy, u. g. ,atlYny UU it kte°IU nrntlle es, r n q u cries, cl"calryrs or GJeernaaarnef",'s to thie Su,NP'Q"w"'Ly o i t h e bo in d attached to t:hmils 6aowenr sl[mu,uld Iaea d4,eacwted to: Berkley Surety 41.2 ta/ounn. Keemblee Ave, aailtea 370IN Morristown, M 07960 Attention. Surety kVaafrmn Department Or, l:nrnaauln t°,Q tV tarruk;blkne^irVrle;y ualre;� wkaiir7 Please irn:Vwaahe rea✓irth aallll coinrnlr iLlIraua aatiiaans dre bond number and the naarnme of the farin icipaal earn the bond. Where as rIaall mm Its IbdrYy rasa„waalrt:ed, please sent: fear'°thm t'ueelneiI aVVy tf-w! basis of' the 4lalrm in [.he case n ' a payment or, p "n 'e "Vrcr4 ' QYer pleaseGasd also identify the project to anahmfc:;f'o the Il:)onnea peertamVrnas. Berkley Surety rs as nm'meern bear a':rannulrraany of "t°Rk, R, A e iridey 4 or°If�miraatllr~ n that ualndealraarrVt.ees suireaty Ibu isiinen s on be ha if nsf Berkley Insurance Company, IBerkley Regional Vr'oesanaane'e Coinnlfmaany and C:narollunaa Casualty insurance Corrnf:aaanly. CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 2018 Curb Ramp Upgrade Project Number: 18-3011.12 NAME OF PROJECT TITAN Earthwork LLC NAME OF BIDDER'S FIRM I' I'm 44 SIGNATURE OF AUTHORIZED KEPRESENTATIVE OF BIDDER 2018 Curb Ramp Upgrade/Almaroof 28 August 22, 2018 Project Number, 18-3011.12 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [ nter # 1, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Name] ("Contractor") CONTRACT NAME & PROJECT NUMBERJinsert Name of Original Contract u Drninr+ # if mpplirohlol IA Y 9YIIA ! Original A Contract ORIGINAL CONTRACT DATE: Insert Date Ori anal Contract was Signed) 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 $ (ind. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ 2018 Curb Ramp Upgrade/Almaroof 29 August 22, 2018 Project Number: I8-3011.12 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) 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 above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts 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 to the 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 written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department 2018 Curb Ramp Upgrade/Almaroof 30 August 22, 2018 _._.._.._.....______. Project Number: 18-3011.12 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents.....„..„„..................„....................................................❑ Invitationto Bid.......................................,............................................❑ ContractorCompliance Statement........................................................❑ Date..................... .............. .......................................................❑ Have/have not participated acknowledgment.............................❑ Signature and address ...........................................„....................❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Date and signature .„..„..„.„.„.„„...„.......„.„„.„.„...„................................❑ AdministrativePolicy .........................„........................„....................„...❑ Proposal........... ...................................................................................❑ First line of proposal - filled in ...................................................❑ Unit prices are correct ...............„...„...............,.„...„.........„.....„.......❑ Bid the same unit price for asterisk (*) bid items........................❑ Subcontractor List (contracts over $100K) ...........................................❑ Subcontractors listed properly.....................................................❑ Signature .. .................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly.............................„............„.........❑ Date and signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Complete and notarized ..............................................................❑ Certification of Compliance with Wage Payment Statutes....................❑ Proposal Signature Page...........................................„..........................❑ All Addenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form ......... ........... ......................„........................................❑ Signature, sealed and dated .„......„...,...„.......,...„.............„.............❑ Power of Attorney...... ...............„............ ....................................❑ (Amount of bid bondshall equal5% of the total bid amount) CombinedDeclaration Form .................................................„..„........„...❑ Signature ....................................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................„...............................................................❑ 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 IKENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 2018 Curb Ramp Upgrade/Almaroof 31 August 22, 2018 Project Number: 18-3011.12 Bond No. 0219786 PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, TITAN Earthwork, LLC as Principal, and Berkley 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 g874,047.60 , 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 2018 Curb Ramp Upgrade/Project Number: 1 B-3011.12 (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, 201 B Curb Ramp Upgrade/Almaroof 32 August 22, 2018 ProiecL Number. 18-3011 A2 TITAN Eartlwork LLCr p� l� WO WITNESSES: 9 t. ' PRINCIPAL (enter principal's name above) BY: Jail -M r Gill _.._ TITLE: §ft49rtYWz§ DATE: 09/21/2018 DATE; 09/21/2018 "\� C • �� na _✓ CORPORATE SEAL: Heather L. Allen, Witness for Surety PRINT NAME Berkle Insurance Company DATE: 09/21/2018 '. ) SURETY CORPORATE SEAL: BY: Christopher Kinyon DATE: 09/21/2018 TITLE: Attorney-in-Fact ADDRESS: 412 Mount Kemble Avenue Morristown, NJ 07960 CERTIFICATE AS TO CORPORATE SEA! I hereby certify that I am the (Assistant) Secreta of the Corporation named as Principal in the within Bond; that 1J)Jt14.m I:. . G fC Who signed the said bond on behalf of the Principal A iglyr J "Fo r l w LLC 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. SEC TA O ASSIS"TAMTSECRET'ARY 2018 Curb Ramp Upgrade/Almaroof 33 August 22, 2098 Project Number: 18-3011.12 No.BI-1220i POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON,DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. i KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duty organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Karen C. Swanson; Julie R. Truitt; Brent E. Heilesen; Christopher Kinyon; Jamie L. Marques; Carley Espiritu; Peter J. Comfort;Annelies Al. Richie; Kyle Joseph Howat; Mary S. Norrell; or Heather L. Allen of Propel Insurance of Tacoma, WA its true and lawful Attorney-in-Fact,to sign its name as surety -' only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following - resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25,2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety,the Chairman of the Board,Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attomey-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attomey-in-fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or a' other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. IN WITNESS WIIEI(COF, the Corn? ny has caul d these presents to be signed and attested by its appropriate ofl3ccrs and its cards late seat Iwercumtat affixed this J� ay of "` 70 Attest:: ,.^' Berkle Insurance Cornpan, (Seal) 13y �r f By Ira .Le den ran ]efI e dt ftes Executive Vice President R.Secretary 4 err o i ''Osident WARNING; THIS POWER INVALID IF NOT PRINTED ON BLUE"BERKLEY"SECURITY PAPER. STATE OF CONNECTICUT) ss; COUNTY OF FAIRFIELD ) Swum to before me, a Notary Public in the State of Connecticut, this ' dny of/L10V-GGI .„ by pa S. Ledennnn and Jeffrey M. Itaflu who are sworn to me to be the Executive Vice Pro 'deft and Secretary, anw' the Senior Vice President, respectively,of Berkley insurance CompariglARIA C. RUN E)BAKEN /nI �✓ / NOTARY PUBLIC (rC MY COMMISSION EXPIRES /74�ctary Public; State of Connecticut APRIL 30.2019 CERTIFICATE. mm I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney;that said Power of Attorney has not been revoked or rescinded and that the authority of the Attomey-in-Fact set forth therein,who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. 11 Given under my hand and seal of the Company,this ZIS T day of 5ev#e� (Seal) Vincent P.r uir e Please veirify thie authenticity of the iirn stnurn&nnt attached to thn s Flo we' by ..Ifolkll`reEo- c lepl,u neo (800) 456-5486a or e a i'r� ta.�. Y a ua r f� rofQau r����cotya I::IIa„ c:tn�au�'uc, �ad��aull IG�xi rd"�ill, „ Any Poh rn t't:ein n otn ces, Onngk,Alr'IIesy aaWll'vn s or Gyer nannds to the °ro4.arety oin the bond attached to tl"l s Pc'auaa'er should be Cmfnn'ea".t@;'d to: Berkley Surety 412 IMount Kc-rrflbl a Ave Atte nttianrl: ggauoety Clair ins V:aarl:mrUnaasrlg Olin Ernnn H: BSG lainnoyax Z'TlsGevsuyirety.canlrr:�a Merin Iiinclu.de nm'ith all r;oIr7rnlrrnuIrnlca fllons the bond n"nuInnb r arid the name of the principal on the bond. Where a c:;Vaanrx us Ilns iIu' g mnssenr:am::ndp Iplease snub: 9`s':ai°tlgrl ,enne;elr,lly Ya"tlan''" basis QvDf'a.lB4'';" cl aIIm. Ilia the case of a paayrnnei nt can pu".n"°forin'rarinou,e I,ac'rB'nd, please iallo ou enntuyy the prc): ect to nasNc:;In the boind perta lilrns. Berkley Surety is a Irnner nber° cornrgnaany of M Mt Be:irklcny Corporation that a unar.`erda+Bd'I O-Ie's surety bU.n°sOness &':b1"n lrnCa?half of 113er-11(le"yp l ns'1.n0"aAnce Coirnpa'dny, Berkley R eg lnma:al Insurance t:'anurripannny aannlci Carolina Ca:a^su,uaallrty ln7scunaan°nc e Company. CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and '�-6'CAri CAKTH w021c LLC organized under the laws of the State of o,s klvl *,\ located and doing business at 695 V"edenh,y. ✓4u,( S , Cck ,4',,°. W A , %@_1) _7("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: 2018 Curb Ramp Upgrade/Project Number: 18-3011.12 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 2018 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 2018 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 sixty (60) 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. 2018 Curb Ramp Upgrade/AI ma roof 34 August 22, 2018 Project Number: 18-3011 12 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. 2018 Curb Ramp Upgrade/Almamof 35 August 22, 2018 Project Number. 18-3011.12 CITY OF KENT BY: DANA RALPH, MAYOR DATE: DATE: ATTESX . r KIMBERLEY A MOTO, CITY CLEW' APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR c BY: PRINT AME: �Ja&+tn TITLE: Gkv�ar�t ° t�uittyer DATE: R - zl - 1 8zr 2018 Curb Ramp Upgrade/Alma roof 36 August 22, 2018 Project Number: 18-3011.12 EXHIBIT A INSURANCE REQU I REMENTS 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. 114 inirmbun Scope of Irtsturrance Contractor shall obtain insurance of the types described below: 1 . ommercial Gen ral 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' Comoensation 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 Liabiliity 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. 2018 Curb Ramp Upgrade/Almaroof 37 August 22, 2018 Project Number: 18-3011.12 EXH I B I T A (Continued) 2. Automoblp#e Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. C" %ther pr18;1urama e, 'm�"i" , 5y,.titr9fr11:^:1 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. Ox:ue"PtraC.p1%:d0".s lrr',...mtrar`3G'".a for Ot.beir ILosses 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. ., 4Nahreu, of SLHL) c)92tUon 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. 2018 Curb Ramp Upgrade/Almaroof 38 August 22, 2018 Project Number: 18-3011.12 EXH I B I T A, (Continued) F. Acceptability of insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification ®f 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. Ho 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. 2018 Curb Ramp Upgrade/Almaroof 39 August 22, 2018 Project Number: 18-3011.12 Client#: 119927 TITAEART ACORDr. CERTIFICATE OF LIABILITY INSURANCE DAD,Y"""' s/24/20zareD1 s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any riq_hts to the certificate holder in lieu of such endorsement(s). PRODUCER ppNTACT Christine Marten HAMS: _ Propel Insurance PHONE BAX " r,A,;r u,.,Eyn;800 499-0933 A� N „ 866 577-1326 Tacoma Commercial Insurance E-MAIL ttnrmnF.tc,- christine,maden@pt,Opelinsurance.com 1201 Pacific Ave, Suite 1000 - - --- INGUREWGI AFFORDING COVERAGE NAIC# Tacoma, WA 98402 ...................... ........-......................... ___..__._...�..._____.____ INsrIRFR A-Zurich American Insurance Company 16535 INSURED INSURER B:Navigators Insurance Company 42307 TITAN Earthwork, LLC INSURER C: P Westchester Surplus Lines Insurance Co. 10172 1585 Valentine Ave SE NSURRER E . ...... R D INS Pacific,WA 98047 .:..::........__................... ._. ._ --------------------- INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �......__..m.....m.,..,.,_.. INSR TYPE OF INSURANCE 4DDL URR POLICY EFF POLICY EXP TR LL_- yD POLICY NUMBER LMMLBD/YYY,�` (MMIDDMYYYY LIMITS �... -... A X COMMERCIAL GENERAL LIABILITY GLA915581104 4/05/2018 04/05/2019 FACH nCC-.LIRRFrJCF. s1.000.000 � DAMAGE TO HER FED CLAIM&MADE I ^I OCCUR PRFIAICFIUF $'300.000 X PD Died: $5,000 MEDEXP(Arlvorienerson) $10.000 ._.��_..—_�... __...... — PERSONAL 6 ADV INJURY $1.000.000 GEWL AGGREGATE LIMI r APPLIES PFR: GENERAL AGGREGATE $2.000.000 r�I�PRO - POLICYLJJEcr DLOC IPRoouCTS-COMP/OP AGO 12.000.000 OTaIa=n�.. A IAUTOMOBILELIADILITY GLA915581104 4/05/201804/05/201cNcoN �Ncr;DSINCL.t,LIMI�` 0,000.000 X ANY AUTO BODILY INJURY(Par person) $ OWNED - SCHEDULED ANFOSONLY AUEOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PflOrIFFLY DAMAGIF $ X ADPOS ON[Y X AUTOSONLY j $ B UMBRELLA LIAR X OCCUR SEI8EXC7512601V 4/05/2018 04/05/2019 EACH OGCORREN(.E AS DOD-DOD y EXCESS UAB CI AIM'UAARF AC;G'REGA rE $5000.000 DFU RF TFN Nr)N Ca 41 A Stop Gap) I)EX GVLA915 81104 4/05/2018 04/05/201 FI EACH .0 WORKERS COMPENSATION PER 0FH AND EMPLOYERS'LIABILITY YIN A ANYOFFI PROPRIETOR/FARMEEIEXEGUTIVE C pLGIDENE $1.000.000 OFFICEWMEMBER EXCLUDED' N/A - - Iyes,de cr In NFI) F ❑IQFAF.F FA FMPI_gVFF Al�00�00 t Yes.describe under -_ "_""".`""""'.:._.""_a"."."""."........"""...... OFSORIPTInrd n_F OPFRa.Tlolta lralow EL DISEASE-POLICYLIMT 11.000.000 C Pollution G24268706007 4/05/2018 04/05/2019 $5,000,000 Occurrence Liability $5,000,000 Aggregate DESCRIPTION OF OPERATIONS I LOCATIONS;VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: 18-3011.12, 2018 Curb Ramp Upgrade. Additional Insured Status applies per attached form(s). Waiver of Subrogation applies per attached form(s). CERTIFICATE HOLDER CANCELLATION CIS of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE ©1988 2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S3362280/M3183227 KTR00 This page has been left blank intentionally. Additional insured — Automatic — Owners, Lessees Or ZURICH' Contractors Pdicy No, I Eff. Date of Pol I Exp. Date of Pol. Eff, Date of End, Producer No. Addl. Prem Return Prem, THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Address (including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II —Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. Such person or organization is an additional insured only with respect to liability for "bodily injury', "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf, in the performance of your ongoing operations or "your work" as included in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will rot be broader than that which you are required by the written contract or written agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to: "Bodily injury", "property damage" or "personal and advertising injury' arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. 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 'occurrence" 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. U-Gi I75-F CW(04/13) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. C. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: 1. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; 2. We receive written notice of a claim or"suit" as soon as practicable, and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. For the purposes of the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV—Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", offense, claim or "suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III— Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Paragraph A. of this endorsement; or 2. 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 Declarations. All other terms and conditions of this policy remain uncharged. U-GL-1175-F CW(04113) Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Waiver Of Subrogation (Blanket) Endorsement ZURICH Policy No LIT Duet of Pol. F.xp. Da[, of Pol. Eft.Date of And. Pwducer Mal.Prern Retum Prem. GLA915581104 04I05I2018 04/05/:01a Propel losurence THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from oth- ers, we agree to waive our rights of recovery. This waiver of rights shall not be construed to he a waiver with respect to any other operations in which the insured has no contractual interest. tJ-G1.925-R CW Q2/01) Page I of I This page has been left blank intentionally. WIA Coverage Extension Endorsement ZURICH ' Policy No. Eff. Date of PoL Exp. Date of Pal, Eff. Date of End Producer No. Add'I. Prem Return Prem,. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II—Covered Autos Liability Coverage: The following are also "insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating an "auto' hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s)where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance— Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment—Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an 'accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. U-CA-424-F CW(04-14) Page 1 of 6 Includes copyrighted material of Insurance services Office, Inc.,with its permission, C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II —Covered Autos Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II— Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in the Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered .auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any: (1) Overdue lease or loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is disabled. However, the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage—Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: U-CA-424-F CW(04-14) Page 2 of 6 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered ,.auto" (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto'; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto'. However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of$3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for"loss"to personal effects which are: (1) Personal property owned by an "insured"; and (2) In or on a covered "auto'. I Subject to Paragraph a. above, the amount to be paid for"loss" to personal effects will be based on the lesser of: (1) The reasonable cost to replace, or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for 'loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same 'loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph 8.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for 'loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured"; and (b) Are in a covered "auto' at the time of"loss". The most we will pay for such 'loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such 'loss". U-CA-424-F CW(04-14) Page 3 of 6 Includes copyrighted material of Insurance Services Office, Inc_,with its permission. K. Airbag Coverage The Exclusion in Paragraph 8.3.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4.a. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto" on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller(or smallest) deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller(or smallest) deductible. M. Physical Damage—Comprehensive Coverage —Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations, whichever is greater. N. Temporary Substitute Autos— Physical Damage 1. The following is added to Section I —Covered Autos: Temporary Substitute Autos— Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos"for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss"; or 5. Destruction. 2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos— Physical Damage We will pay the owner for"loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of"accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident', claim, "suit" or "loss" is known to you (if you are an individual), a partner(if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any U-CA-424-F CW(04-14) Page 4 of 6 Includes copyrighted material of Insurance Seivices Office, Inc.,with its permission. agent, servant or employee of the "insured" to notify us of any"accident", claim, "suit" or "loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" of "loss" occurred and if a claim is made or "suit' is brought, written notice of the claim or"suit" including, but not limited to, the date and details of such claim or"suit"; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos— Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you awn: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired of rented under a written contract or written agreement entered Into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligations to you. However, any"auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of"autos" or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto—World Wide Coverage Paragraph 7a.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined The definition of"bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness of disease. U-CA-424-F CW(04-14) Page 5 of 6 Includes copyrighted material of Insurance Seivices Office, Inc„with its permission. U. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II — Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily 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. V. Physical Damage—Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section III— Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of$1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or '.auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of$2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source. X. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" Is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA-424-F CW(04-14) Page 6 of 6 Includes copyrighted material of Insurance Seivices Office, Inc.,with Its permission, Commercial Excess Liability Coverage Part Various provisions of this policy restrict coverage, Read the entire pellcy carefully to determine your rights, duties and what is and is not covered, Throughout the policy the words ''you" and "your" refer to the Named Insured. The words"we," "us" and "our" referto the company providing this insurance. The word "insured" means any other person or organization qualifying as such under SECTION 11 —WHO IS AN INSURED. Other words and phrases that appear in quotations in this policy have special meanings. Refer to SECTION 'V - DEFINITIONS. SECTION I —COVERAGE 1. Insuring Agreement A. Excess Liability 1. We will pay on behalf of the insured and in excess of"underlying limits" those sums the insured becomes legally obligated to pay as damages for "loss" to which this insurance applies. This insurance applies only If: a. the"loss" is caused by an "event" that takes place in the coverage territory, b the "loss" occurs during the `policy period," and c the "controlling underlying insurance' applies to the "loss ' 2_ If an aggregate limit of"controlling underlying insurance is exhausted by the payment of judgments or settlements to which this insurance applies, or would have applied but for the amount of the damages, this Insurance will apply in place of the "controlling underlying insurance" until we have paid our applicable Limits of Insurance. 3. When paragraph 2, above applies, ending the `controlling underlying insurance" obligations to investigate and settle claims or defend suits against the insured, we have the right and duty to investigate claims and defend suits which seek damages to which this insurance applies. Our right and duty to defend end when we have paid our applicable Limits of Insurance. 4 When paragraph 2 above does not apply, we have the right, but not the duty, to participate in the investigation or settlement of any claim or the defense of any suit against any insured, 5. We have the right, at our discretion, to settle any claim to which this insurance applies 6. As respects paragraphs 3, and 4 above, "defense expenses' we incur in the investigation of any claim or defense of any suit will be paid in addition to the Limits of Insurance except when such costs reduce the limits of"controlling underlying insurance," in which case they will reduce our Limits of Insurance. I. The amount we pay is limited. See SECTION III —LIMITS OF INSURANCE. 2, Exclusions The EXCLUSIONS sections of the "controlling underlying insurance" are made part of this policy. If an inconsistency or contradiction exists between an Exclusion of this policy and an Exclusion of the "controlling underlying insurance" the Exclusion of this policy will apply. NAV-EXGU01 (Oail0) Navigators Insurance Company pagc 1 oh7 Contains copyrighted material of the Insurance Services Office, Inc with its permission. However, in no case will coverage be excluded by the "controlling underlying insurance" and not excluded by this policy This insurance does not apply to any liability, 1. to which "controlling underlying Insurance" does not apply; 2. for which coverage is provided by "controlling underlying insurance" at limits less than the limits of insurance applicable to other coverage provided by the "controlling underlying insurance" and less than "underlying limits;" 3. for 'loss" which commenced prior to this `policy period," whether or not such "loss" continues, progresses, changes or resumes during this policy period;" 4 for damage to property you own, rent or occupy, including any costs or expenses incurred by you or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including the prevention of injury to a person or damage to another's property, d for damage to personal property in the care, custody or control of any insurecl, g arising out of any "aircraft products;" 7_ arising out of the actual, alleged, suspected or threatened inhalation of. ingestion of, contact with, exposure to, existence of, or presence of"asbestos;" 8_ arising out of the actual, alleged, suspected or threatened inhalation of, ingestion of, contact with, exposure to, existence of, or presence of "fungi" or bacteria, 9. arising out of the actual, alleged. suspected or threatened inhalation of, Ingestion of, contact with, exposure to, existence of, or presence of"silica" or"silica related dust," 10 arising out of any "employment practices" of any Insured, 11, arising out of: a, war, including undeclared or civil war; h. warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or c, insurrection, rebellion revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these, 12, imposed under. a an uninsured or underinsured motorist, uninsured or underinsured boater, Medical Payments, Personal Injury Protection, No-Fault or any similar law; b, a workers compensation, disability benefits, unemployment compensation or any similar law; c the Employee Retirement Income Security Act of 1974, any amendments thereto or any similar law SECTION II —WHO IS AN INSURED The WHO IS AN INSURED section of the "controlling underlying insurance" is made part of this policy. Any person or organization that is an insured in "controlling underlying insurance" is an insured in this policy to the same extent. NAV-EY.C-001 (04/10) Navigators Insurance Company agc 3 of 7 Contains copyrighted material of the Insurance Services Chiba. Inc vuith its permission. SECTION III —LIMITS OF INSURANCE The Limits of Insurance shown in the Declarations and the rules below fix the most we will pay regardless of the number of insureds claims made or suits brought, of persons or organizations malting claims or bringing suits. 1. The General Aggregate Limit is the most we will pay for the sum of all damages to which this insurance applies, except: a. damages because of bodily injury or property damage included vdithin any applicable products-completed operations hazard, or b damages arising out of the ownership, operation, maintenance or use of an automobile, 2 The Products-Completed Operations Aggregate Limit is the most vde will pay for the sum of all damages Included within any applicable products-completed operations hazard, 3. Subject to paragraphs 1, and 2 above, the Each Event Limit is the most we will pay for all damages that arise out of any one `event.' SECTION IV—CONDITIONS The CONDITIONS sections of the "controlling underlying insurance" are made part of this policy. If an inconsistency or contradiction exists behueen the Conditions of this policy and the Conditions of the "controlling underlying insurance,' the Conditions of this policy will apply. 1, Appeals At our discretion we may appeal any judgment which would result in a payment under this policy. When we do appeal, we will pay all costs associated with the appeal in addition to the Limits of Insurance, Any such appeal will not increase our Limits of Insurance. 2 Bankruptcy or Insolvency Bankruptcy or insolvency of the insured orthe insured's estate will not relieve us of our obligations under this policy. Bankruptcy or insolvency of any company providing "controlling underlying insurance' will not reduce the "underlying limits" or increase our obligations under this policy. We vdill not be required to drop down or replace "controlling underlying insurance." 3. Cancellation a, The first Named Insured may cancel this policy at any time by providing us advanced written notice of the cancellation date, b. We may cancel this policy at anytime by providing the first Named Insured written notice of cancellation. I. at least 10 days in advance if we cancel for non-payment of premium, or ii. at least 30 days in advance if we cancel for any other reason: c. If the "controlling underlying insurance" is cancelled for any reason; this policy is also cancelled. Reinstatement of the "controlling underlying insurance" does not reinstate this policy unless reinstatement is endorsed hereon, Return premium; If any; will be calculated per Condition 11 Premium. Proof of mailing will be proof of notice, > 1f HFICnul ( u..11r1'1 Navigators Insurance Company p�oc 3 of7 Contains copyrighted material of the Insurance Services Office, Inc with its permission. 4 Non-Renewal a. We are not obligated to renew this policy, However, should we decide riot to renew, we will provide the first Named Insured written notice of our decision at least 30 days prior to the expiration date shovdn iri the Declaratiors_ b, We will not restrict the terms or increase premium of this policy at renewal unless we have given the first flamed Insured at least 30 days advanced notice of any such changes. However no notice will be provided or required if a restriction in this policy results from a restriction applicable to "controlling underlying insurance." c. The first Named Insured may non-renew this policy by. i- providing advance written notice to us, ii, rejecting our offer to renew, or i failing to reply to our offer to renew, Proof of mailing will be proof of notice. 5. Changes This policy contains all of the agreements between you and us. This policy may only be changed by endorsements we issue, 6. Duties When There is an `Event," Claim or Suit a. You must see to it that we and any other insurers who could provide coverage are notified as soon as practicable of any"event" which may be reasonably expected to result in a claim under this policy. To the extent possible, notice should include_ i. how, when and where the "event"took place, ii. the names and addresses of any Injured persons and witnesses; and III the nature and location of any injury or damage arising out of the "event" b If a claim is made or suit is brought against any insured which may be reasonably expected to result in a claim under this policy, you must. i. immediately record the specifics of the claim or suit and the date received, and ii. notify us, and any other insurers who could provide coverage, as soon as practicable. c_ You and any other involved insured must. I immediately send us and any other insurers who could provide coverage, copies of any demands notices, summonses or legal papers received in connection with a claim or suit which may be reasonably expected to result In a claim under this policy; ii authorize us to obtain records and other information, iii, cooperate with us in the investigation or settlement of the claim, issues relating to coverage under this policy or defense against the suit, and IV, assist us, upon our request in the enforcement of any right against any person or organization which may be liable to the insured because of the injury or damage to which this insurance may apply. ct No insured will, except at that insured own cost, voluntarily make a payment, assume any obligation or incur any expense, other than first aid, without our consent. Notice to us may be sent to our address shown in the Declarations. 7, Legal Action Against Us No person or organization has a right under this insurance. a. to join us as a party or otherwise bring us into a suit asking for damages from an insured, or b. to sue us on this insurance unless all of its terms have been fully complied with_ hIAV-i1KC-001h04/t0;i Navigators lnsuranoeCompany Psgc4oC7 Contains copyrighted material of the nsurance Services Office, Inc, 'with its permission. 8. Maintenance of Controlling Underlying Insurance During the "policy period" you must maintain "controlling underlying Insurance" with "underlying limits'' at least equal to the amounts shown In the Declarations. The ''underlying limits" must be unimpaired at the beginning of thls "policy period " If you fail to maintain the "controlling underlying insurance" t'nis policy will be Invalid. If you fail to maintain "underlying limits," we will only be liable to the extent we would have been liable had you maintained the "underlying limits." Reduction of "underlying limits" by the payment of judgments or settlements for "loss" to which this insurance applies, or would have applied but for the amount of the damages, will not be considered a failure to maintain `underlying limits." 9. Other Insurance This insurance is excess over any insurance available to the insured except insurance purchased specifically to apply in excess of this policy. 10. Payment of Damages When the amount of damages payable under this policy has been determined by final judgment or a written settlement agreement between the claimant and us, we will pay that amount, up to our applicable Limits of Insurance after the "controlling underlying insurance' or the insured has paid the full amount of the "underlying limits." 11. Premium The Premium shown in the Declarations is the premium for the coverage we provide for the "policy period_"The first Named Insured is responsible for the payment of all premiums under this policy. If this policy is cancelled prior to its expiration date return premium will be calculated as follows: a, if cancelled by us, [{(Premium) —(Minimum Earned Premium)} x (Pro Rata factor)] b. if cancelled by you. [((Premium) — (Minimum Earned Premium)}x f(Pro Rats factor) x (,90)L 12. Separation of Insureds Except with respect to the Limits of Insurance and any rights or duties specifically assigned in this policy to the first Named Insured, this insurance applies: a_ as if each Named Insured were the only Named Insured, and b separately to each insured against whom claim is made or suit is brought 13 Transfer of Rights of Recovery Against Others It an insured has rights to recover all or part of any payment we have made under this insurance, the insured must preserve those rights and, at our request, pursue or transfer those rights to us, The insured must do nothing after an "event"to impair them, 14, Reformation of Underlying If the "controlling underlying insurance'' is reformed after an "event'' tc provide coverage for a"loss,' the terms of such reformation do not apply to this policy. 15. When we Defend When we have a duty to defend an Insured, the insured vaill cooperate with us in the transfer of the defense to counsel of our choosing_ If the law of the governing jurisdiction permits an insured to select their own counsel to be paid for b+z+ us, we shall only be liable for tire reasonable and necessary defense costs of one law firm per insured at rates customarily paid by us for the defense of similar claims in the jurisdiction where the claim is pending. 16 Claims outside the US A, it's Territories, Possessions or Canada When we have the duty to defend an insured and are prevented by law or otherwise from doing so, we will reimburse the insured for any reasonable and necessary expenses incurred in the defense of a suit to which this insurance applies, If the insured becomes legally obligated to pay damages to which this insurance applies NAV-EZC-Ool (04r10) Navigators Insurance Company 5 „(7 Contains copyrighted material of the Ins prance Services Office; Inc with its permission. and we are prevented by law from paying such damages on behalf of the insured, we will reimburse the insured, In U,S currency at the prevailing exchange rate at the time the damages were paid, for such damages. SECTION V—DEFINITIONS The DEFINITIONS sections of the "controlling underlying insurance" are made part of this policy, and apply to words or phrases used in this policy provided always that words or phrases In quotations in this policy will have the meaning given them in this policy, "Aircraft products'' means: a. an aircraft, b. ground control or support equipment or c any article, component or device made, sold, licensed handled or distributed by any insured that is used to achieve, control or maintain flight or landing of an aircraft. "Asbestos" means the mineral in any form- "Controlling underlying insurance" means the policy listed in the Schedule of Underlying Insurance shown in the Declarations,, or its renewal or replacement, which applies to the "loss," or would have applied but fai a, an exclusion in that policy, cr b the exhaustion or erosion of an aggregate limit of insurance, If more than one policy is listed in the Schedule, the "controlling underlying insurance" is the policy which applies to the ''loss" or would have applied but for the reasons a. or b. listed above. "Defense expenses" means expenses we incur to investigate a claim or defend a suit. Defense expenses include interest which accrues on our portion of a judgment, after entry of thatjudgment and after the insured or any underlying Insurer has paid the full amount of their portion of the judgment but before we have paid, offered to pay or deposited in the court the part of the judgment that is within our applicable Limits of Insurance_ "Employment practices means: a, dismissal, discharge or termination of employment, whether actual, constructive or retaliatory, b, failure or refusal to hire or promote; c. discipline, demotion, coercion or retaliatory treatment, d failure to grant tenure, e, negligent employment evaluation, f sexual or other workplace harassment, including quid pro quo and hostile work environment', g, employment discrimination h. invasion of privacy, violation of employment related civil rights, employment related libel, slander or defamation, i. creating or enforcing or failing to create or enforce employment related policies or procedures, or j. actual or alleged violations of the Family and Medical Leave Act of 1993 or its amendments "Event" means an accident, incident, occurrence, offense, wrongful act or other"loss'' causing "event" defined by and to which the "controlling underlying Insurance'' applies. !"lAtr-H`�C-(lQl (04`1 i_ii Navigators Insurance Company Migc 6 of 7 Contains copyrighted material of the Insurarce Services Office, Inc. with its permission. "Fungi" means any type or form of fungus, Including mold or mildew and any mycotoxins, spores, scents or byproducts produced or released by fungi. But"fungi" does not include mushrooms cultivated for human consumption. "Loss' means bodily injury, property damage, personal and advertising injury or other loss defined by and to which the "controlling underlying Insurance" applies. "Policy period" means the period of time between the effective date shown in the Declarations and the earlier of the expiration date shown in the Declarations or the expiration date shown in an endorsement to this policy. "Silica" means silicon dioxide, occurring in crystalline, amorphous or impure forms, silica particles, silica dust or silica compounds. "Silica related dust" means a mixture or combination of silica and other dust particles. "Underlying limits" means the amounts shown in the Declarations as the minimum limits of insurance to be provided by "controlling underlying Insurance." In Witness Whereof,the issuing Company has caused this policy to be signed officially below, and countersigned on the Declarations page by a duly authorized representative of said Company. C Stanley A. Galanski Jeff L. Saunders President Vice President NAV-rl`tr, 00I (04,110) Navigators lnsu•anceCompany pa«c7o17 Contains copyrighted material of the Insurance Services Office, Inc. with its permission, COMMERCIAL EXCESS LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF CONDITIONS OTHERINSURANCE PRIMARY AND NON-CONTRIBUTING This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY COVERAGE PART SCHEDULE A. Section IV - Conditions, 9. Other Insurance is deleted and replaced by the following: 9. This insurance is excess over any other insurance available to the insured except: a. insurance that is purchased specifically to apply in excess of this policy; or b. insurance available to the person or organization shown in the Schedule of this endorsement as an additional insured on the "controlling underlying insurance." B When this insurance applies on a primary and non-contributing basis, the Limits of Insurance available for the additional insured will be the lesser of: 1 . the amounts shown in item 3 of the Declarations of this policy; or 2. the amount of insurance you are required to provide the additional insured in the written contract or agreement. All other terms of the policy remain unchanged. NAV-EXC-348A (01/11) Page 1 of 1 Contains copyrighted material of the Insurance Services Office. Inc. with its permission. This page has been left blank intentionally, EXHIBIT A INSURANCE REQU I REMENTS 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. Automgllile 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. 2018 Curb Ramp Upgrade/Alma roof 37 August 22, 2018 Project Number: 18-3011.12 I XH 1 B 1 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. 2018 Curb Ramp Upgrade/Alma roof 38 August 22, 2018 Project Number: 18-3011.12 EXH 1 B I T A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VI I. 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. 2018 Curb Ramp Upgrade/Almaroof 39 August 22, 2018 Project Number: 18-3011,12 Policy Number G LA 9155811-04 SCHEDULE OF FORMS AND ENDORSEMENTS American Guarantee And Liability Insurance Company Named Insured TITAN EARTHWORK LLC Effective Date: 04-05-18 12:01 A.M., Standard Time Agent Name PROPEL INSURANCE Agent No. 73038-000 COMMON POLICY FORMS AND ENDORSEMENTS U-GU-630-D CW 01-15 DISCLOSURE OF INFO RELATING TO TRIA U-GU-767-2 CW 01-15 CAP ON LOSS FROM CERTIFIED ACTS OF TERR U-GU-6-310-A 01-93 COMMON POLICY DECLARATIONS U-GU-315-A 01-93 SCHEDULE OF INSTALLMENTS U-GU-619-A CW 10-02 SCHEDULE OF FORMS AND ENDORSEMENTS U-GU-319-F 01-09 IMPORTANT NOTICE - IN WITNESS CLAUSE U-GU-621-A CW 10-02 SCHEDULE OF NAMED INSURED (S) U-GU-618-A CW 10-02 SCHEDULE OF LOCATIONS 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 U-GU-298-B CW 04-94 CANCELLATION BY US IL 00 03 09-08 CALCULATION OF PREMIUM U-GU-1191-A CW 03-15 SANCTIONS EXCLUSION ENDORSEMENT GENERAL LIABILITY FORMS AND ENDORSEMENTS U-GL-1446-A CW 05-10 NOTIFICATION TO OTHERS OF CANCELLATION U-GL-1516-A CW 01-12 WRAP-UP EXCLUSION-STOPGAP-BI INJ, DISEASE U-GL-1517-B CW 04-13 RECORD OR DISTRB OF MATRL OR INFO EXCL U-GL-1518-A CW 04-13 BROADENED NAMED INSURED U-GL-851-B CW 06-04 EMPLOYEE BENEFITS LIAB (OCCURRENCE) COV U-GL-923-B CW 06-04 SILICA OR SILICA MIXED DUST EXCLUSION ' U-GL-925-B CW 12-01 WAIVER OF SUBROGATION (BLANKET) ENDT . U-GL-D-851-B CW 09-04 EMPLOYEE BENEFITS LTAB (OCCURRENCE) COV U-GL-D-1115-3 CW 09-04 COMMERCIAL GL COVERAGE PART DECLARATIONS CG 00 01 04-13 COMMERCIAL GENERAL LIA3ILITY COV FORM U-GL-1060-E CW 04-13 CONTRACTORS LIABILITY ENDORSEMENT UGL1171ACW 07-03 FUNGI OR BACTERIA EXCLUSION ✓' U-GL-1175-F CW 04-13 ADDL INSD-AUTO-OWNERS LESSEES CONTRACTR U-GL-1177-F CW 04-13 ADL INSD OWNER, LESSE, CONT-SCHEDULED U-GL-1199-A MU 04-04 ASBESTOS EXCLUSION ENDORSEMENT U-GL-1294-A CW 10-06 LIMITED OPERATIONS-CONSOLIDATED WRAP-UP U-GL-1321-E CW 10-13 BROAD FORM ADD INS-OWNR, LESSEE, CONTR-SCH U-GL-1327-B CW 04-13 OTH INS AMNDMT-PRIMARY & NONCONTRIBUTORY U-GL-1347-A MU 02-08 LEAD LIABILITY EXCLUSION U-GL-872-3 CW 04-09 PREMIUM & REPORTS AGREEMENT-COMP RATED CG 01 81 05-08 WASHINGTON CHANGES CG 01 97 12-07 WA CHANGES-EMP RELATED PRACTICES-EXCL U-GL-1465-D CW 12-13 ADL INSD-OWNR, LSSEE, CONTR-ONGNG-SCH U-GL-1466-D CW 12-13 ADL INSD-OWNR, LSSEE, CONTR-CMPLTD-SCH U-GL-274-C MU 05-06 STOP GAP EMPLOYERS LIABILITY COVERAGE U-GL-274-C 1 CW 12-04 STOP GAP EMPLOYERS LIABILITY U-GL-852-A CW 07-96 EMPL BENEFITS LIAR (OCCURRENCE) DED ENDT CG 03 00 01-96 DEDUCTIBLE LIABILITY INSURANCE CG 20 12 04-13 ADDL INS-ST, GOV AGY, SUB, POL SUB-PERM CG 20 32 04-13 ADDL INSD-ENGRS ARCHTS OR SURVEYORS CG 21 08 05-14 EXCL-ACC/DISCL OF CONFI OR PERSONAL INFO CG 21 34 01-87 EXCLUSION - DESIGNATED WORK CG 21 47 12-07 EMPLOYMENT-RELATED PRACTICES EXCLUSION CG 21 86 12-04 EXCL-EXTERIOR INSULATION & FINISH SYSTEM CG 22 79 04-13 EXCL-CONTRACTORS-PROF LIAB CG 24 17 10-01 CONTRACTUAL LIABILITY - RAILROADS U-GU-619-A C W(10/02) Policy Number GLA 9155811-04 SCHEDULE OF FORMS AND ENDORSEMENTS American Guarantee And Liability Insurance Company Named Insured TITAN EARTHWORK LLC Effective Date: 04-05-18 12:01 A.M., Standard Time Agent Name PROPEL INSURANCE Agent No. 73038-000 CG 25 03 05-09DESIGNATED CONSTRUCTION PROJECTS GENERAL CG 25 04 05-09 DESIGNATED LOCATIONS GENERAL AGGREGATE AUTOMOBILE FORMS AND ENDORSEMENTS U-CA-387-A 07-94 SCHEDULE OF LOSS PAYEE (S) CA 20 01 10-13 ADDL INSD-LESSOR U-CA-531-B 02-08 NOTICE REGARDING TERRORISM PREMIUM U-CA-812-A WA 05-10 NOTIFICATION TO OTHERS OF CANCELLATION U-CA-D-600-C 04-14 BUSINESS AUTO DECLARATIONS CA 00 01 10-13 BUSINESS AUTO COVERAGE FORM CA 01 35 10-13 WASHINGTON CHANGES CA 21 34 10-13 WA UNDERINSURED MOTORISTS COVERAGE CA 20 15 10-13 MOBILE EQUIPMENT CA 23 45 11-16 PUBLIC LIVERY & ON-DEMAND DELIVRY EXCL t U-CA-424-F CW 04-14 COVERAGE EXTENSION ENDORSEMENT CA 99 14 10-13 FIRE, FIRE&THEFT, FIRE&THEFT&WIND STORM CA 99 89 05-01 WASHINGTON LOSS PAYABLE FORM REG-335 U-GU-619-A CW(10/02) Policy Number GLA 9155811-04 SCHEDULE OF FORMS AND ENDORSEMENTS American Guarantee And Liability Insurance Company Named Insured TITAN EARTHWORK LLC Effective Date: 04-05-18 12:01 A.M., Standard Time Agent Name PROPEL INSURANCE Agent No. 73038-000 COMMON POLICY FORMS AND ENDORSEMENTS U-GU-630-D CW 01-15 DISCLOSURE OF INFO RELATING TO TRIA U-GU-767-B CW 01-15 CAP ON LOSS FROM CERTIFIED ACTS OF TERR U-GU-D-310-A 01-93 COMMON POLICY DECLARATIONS U-GU-315-A 01-93 SCHEDULE OF INSTALLMENTS U-GU-619-A CW 10-02 SCHEDULE OF FORMS AND ENDORSEMENTS U-GU-319-F 01-09 IMPORTANT NOTICE - IN WITNESS CLAUSE U-GU-621-A CW 10-02 SCHEDULE OF NAMED INSURED (S) U-GU-618-A CW 10-02 SCHEDULE OF LOCATIONS 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 U-GU-298-3 CW 04-94 CANCELLATION BY US IL 00 03 09-08 CALCULATION OF PREMIUM U-GU-1191-A CW 03-15 SANCTIONS EXCLUSION ENDORSEMENT GENERAL LIABILITY FORMS AND ENDORSEMENTS U-GL-1446-A CW 05-10 NOTIFICATION TO OTHERS OF CANCELLATION U-GL-1516-A CW 01-12 WRAP-UP EXCLUSION-STOPGAP-BI INJ, DISEASE '... U-GL-1517-B CW 04-13 RECORD OR DISTRB OF MATRL OR INFO EXCL ' U-GL-1518-A CW 04-13 BROADENED NAMED INSURED U-GL-851-B CW 06-04 EMPLOYEE BENEFITS LIAB (OCCURRENCE) COV U-GL-923-B CW 06-04 SILICA OR SILICA MIXED DUST EXCLUSION U-GL-925-B CW 12-01 WAIVER OF SUBROGATION (BLANKET) ENDT . U-GL-D-851-B CW 09-04 EMPLOYEE BENEFITS LIAB (OCCURRENCE) COV U-GL-D-1115-B CW 09-04 COMMERCIAL GL COVERAGE PART DECLARATIONS CG 00 01 04-13 COMMERCIAL GENERAL LIABILITY COV FORM U-GL-1060-E CW 04-13 CONTRACTORS LIABILITY ENDORSEMENT UGL1171ACW 07-03 FUNGI OR BACTERIA EXCLUSION U-GL-1175-F CW 04-13 ADDL INSD-AUTO-OWNERS LESSEES CONTRACTR U-GL-1177-F CW 04-13 ADL INSD OWNER, LESSE, CONT-SCHEDULED U-GL-1199-A MU 04-04 ASBESTOS EXCLUSION ENDORSEMENT U-GL-1294-A CW 10-06 LIMTTED OPERATIONS-CONSOLIDATED WRAP-UP U-GL-1321-E CW 10-13 BROAD FORM ADD INS-OWNR, LESSEE, CONTR-SCH U-GL-1327-3 CW 04-13 OTH INS AMNDMT-PRIMARY & NONCONTRIBUTORY U-GL-1347-A MU 02-08 LEAD LIABILITY EXCLUSION U-GL-872-B CW 04-09 PREMIUM & REPORTS AGREEMENT-COMP RATED CG 01 81 05-08 WASHINGTON CHANGES CG 01 97 12-07 WA CHANGES-EMP RELATED PRACTICES-EXCL U-GL-1465-D CW 12-13 ADL INSD-OWNR, LSSEE, CONTR-ONGNG-SCH U-GL-1466-D CW 12-13 ADL INSD-OWNR, LSSEE, CONTR-CMPLTD-SCH U-CL-274-C MU 05-06 STOP GAP EMPLOYERS LIABILITY COVERAGE U-GL-274-C 1 CW 12-04 STOP GAP EMPLOYERS LIABILITY U-GL-852-A CW 07-96 EMPL BENEFITS LIAR (OCCURRENCE) DED ENDT CG 03 00 01-96 DEDUCTIBLE LIABILITY INSURANCE CG 20 12 04-13 ADDL INS-ST, GOV AGY, SUB, POL SUB-PERM CG 20 32 04-13 ADDL INSD-ENGRS ARCHTS OR SURVEYORS CG 21 08 05-14 EXCL-ACC/DISCL OF CONFI OR PERSONAL INFO CG 21 34 01-87 EXCLUSION - DESIGNATED WORK CG 21 47 12-07 EMPLOYMENT-RELATED PRACTICES EXCLUSION CG 21 86 12-04 EXCL-EXTERIOR INSULATION & FINISH SYSTEM CG 22 79 04-13 EXCL-CONTRACTORS-PROF LIAB CG 24 17 10-01 CONTRACTUAL LIABILITY - RAILROADS U-GU-619-A CW(10/02) Policy Number G LA 9155811-04 SCHEDULE OF FORMS AND ENDORSEMENTS American Guarantee And Liability Insurance Company Named Insured TITAN EARTHWORK LLC Effective Date: 04-05-18 12:01 A.M., Standard Time Agent Name PROPEL INSURANCE Agent No. 73038-000 CG 25 57 05-09DESIGNATED CONSTRUCTION PROJECTS GENERAI, CG 25 04 05-09 DESIGNATED LOCATIONS GENERAL AGGREGATE AUTOMOBILE FORMS AND ENDORSEMENTS U-CA-387-A 07-94 SCHEDULE OF LOSS PAYEE (S) CA 20 01 10-13 ADDL INSD-LESSOR U-CA-531-B 02-08 NOTICE REGARDING TERRORISM PREMIUM U-CA-812-A WA 05-10 NOTIFICATION TO OTHERS OF CANCELLATION U-CA-D-600-C 04-14 BUSINESS AUTO DECLARATIONS CA 00 01 10-13 BUSINESS AUTO COVERAGE FORM CA 01 35 10-13 WASHINGTON CHANGES CA 21 34 10-13 WA UNDERINSURED MOTORISTS COVERAGE CA 20 15 10-13 MOBILE EQUIPMENT CA 23 45 11-16 PUBLIC LIVERY & ON-DEMAND DELIVRY EXCL U-CA-424-F CW 04-14 COVERAGE EXTENSION ENDORSEMENT CA 99 14 10-13 FIRE, FIRE&THEFT, FIRE&THEFT&WIND STORM CA 99 89 05-01 WASHINGTON LOSS PAYABLE FORM REG-335 Ur,U-619-A C W(10/02) Commercial Navigators Excess Declarations NAV-EXC-DEC (4110) Policy Number. SE18EXC7512601V Producer Number WORL0129 Renewal Insuring Company: Navigators Insurance Company Producer: Worldwide Facilities, LLC One Penn Plaza 601 Union St Ste 1630 New York, NY 10119 Seattle, WA 98101-4067 1. Named Insured: TITAN Earthwork LLC Business Type: LLC Address: 1585 Valentine Ave SE Pacific, WA 98047 2. Policy Period: From: 04/05/2018 to 04/05/2019 (At 12:01 a.m standard time at your mailing address shown above.) 3. Limits of Insurance Each Occurrence or Event $10,000,000 General Aggregate $10,000,000 Products-Completed Operations Aggregate $10,000,000 4. Underlying Insurance: See AMENDMENT-SCHEDULE OF UNDERLYING attached 5. Premium at Inception Policy Premium', Minimum Premium: BROKER FEE: $ Minimum Earned, Terrorism Premium: 6. Endorsements Attached to this Policy at Inception OPUS Cover Sheet OPUS Cover Sheet(01/18) POLICYHOLDER DISCLOSURE NOTICE OF TERRORISM NAV-ML-TERRA (02/15) INSURANCE COVERAGE Commercial Excess Liability Declarations NAV-EXC-DEC (04/10) Commercial Excess Liability Coverage Part NAV-EXC-001 (04/10) Washington Changes NAV-ECD-200-WA (04/10) OFAC ENDORSEMENT NAV-ML-002 (11112) CLAIM REPORTING PROCEDURES NAV-PHN-200 (04/17) Page 1 of 2 Exclusion -Wrap-Ups and Project Policies NAV-EXC-354 (01/15) Exclusion - Cyber Injury NAV-EXC-5041 (01/15) Nuclear Energy Liability Exclusion NAV-EXC-302 (07/09) Exclusion - Rejected Coverage NAV-EXC-321 (07/09) Exclusion- Condominium or Townhouse NAV-EXC-327 (10/09) Exclusion - Exterior Insulation and Finish System NAV-EXC-311 (07/09) Total Pollution Exclusion NAV-EXC-323 (07/09) Professional Services Exclusion NAV-EXC-305 (05/10) Waiver of Subrogation NAV-ECD-6012 (01/11) Amendment of Conditions Other Insurance Primary and Non- NAV-EXC-348A(01/11) Contributing Amendment -Schedule of Underlying NAV-ECD-104(02/11) Non-Cumulation of Limits/Anti-Stacking Endorsement NAV-ECD-361 (05110) Cap on Losses from Certified Acts of Terrorism NAV-ECD-400(02115) Signed at: _ by This day of: Authorized Representative NAV-EXC-DEC(4/10) Page 2 of 2 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1 -1 1 -01 Definitions and Terms...................................................... 1-1 1 -02 Bid Procedures and Conditions........... ............................... 1 -2 1-03 Award and Execution of Contract--.. . ... .... ........ 1-5 1-04 Scope of the Work .......................................................... 1-5 1-05 Control of Work .............................................................. 1-7 1-06 Control of Material .......................................................... 1-11 1-07 Legal Relations and Responsibilities to the Public................. 1 -14 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 .............................. 2-4 2-06 Subgrade Preparation ...................................................... 2-4 2-07 Watering ................................................. .....„....... ........ 2-5 DIVISION 4 BASES.................................................................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS ........,.,...,. 5-1 5-02 Bituminous Surface Treatment................................. ........ 5-1 5-04 Hot Mix Asphalt --...... ............ ......... 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells ...................... 7-1 7-12 Valves for Water Mains .................................................... 7-4 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........................................... 8-12 8-06 Cement Concrete Driveway Entrances................................ 8-13 8-09 Raised Pavement Markers ................................................ 8-13 8-14 Cement Concrete Sidewalks ............................................. 8-14 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical. 8-16 8-21 Permanent Signing.......................................................... 8-22 8-22 Pavement Marking ........................................................... 8-25 8-23 Temporary Pavement Markings ............ 8-31 2018 Curb Ramp Upgrade/Alma roof August 22, 2018 Project Number. 18-3011.12 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls ...................... 9-3 9-14 Erosion Control and Roadside Planting ............................... 9-3 9-28 Signing Materials and Fabrication ..................................... 9-6 9-29 Illumination, Signal, Electrical........................................... 9-8 9-30 Water Distribution Materials ............................................. 9-18 KENT STANDARD PLANS ................................................................... A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 PREVAILING WAGE RATES...........................................................—. A-4 2018 Curb Ramp Upgrade/Al ma roof August 22, 2018 Project Number: 18-3011.12 KENT SPEC I A►L I1PROV 1 S I ONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2018 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 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. 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 /S SUPPLEMENTED BYADD/NG THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1 . What work will be done, and by when; 2. Who provides labor and materials; and 2018 Curb Ramp Upgrade/Almaroof 1 - 1 August 22, 2018 Project Number: 18-3011.12 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" IS SUPPLEMENTED BYADDING THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid tem(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 61D 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 2018 Curb Ramp Upgrade/Al ma roof 1 - 2 August 22, 2018 Project Number: 18-3011.12 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). 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 specifications. 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/da.ing I>u inc ss/bicls- l:arq urei11er1t; 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 BYADD/NG 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 2018 Curb Ramp Upgrade/Alma roof 1 - 3 August 22, 2018 Project Number: 18-3011.12 shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized 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 1S DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 The Bidder submits a written request signed by an authorized person, and 2 The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02. 11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02. 13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required, 2018 Curb Ramp Upgrade/Alma roof 1 - 4 August 22, 2018 Project Number: 18-3011.12 SECTION 1-02. 14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 1 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 "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract 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 1-04.1 Intent of the Contract SECTION 1-04. 1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1 (2) Bid Items Not Included in the Proposal 2018 Curb Ramp Upgrade/Almaroof 1 - 5 August 22, 2018 Project Number: 18-3011.12 The Contractor shall include all costs of doing the work within the bid item prices. It the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 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. 2018 Curb Ramp Upgrade/Alma roof 1 - 6 August 22, 2018 Project Number: 18-3011.12 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: SECTION 1-04. 11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: 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 2018 Curb Ramp Upgrade/Al ma roof 1 - 7 August 22, 2018 Project Number: 18-3011.12 Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1 -08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $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. 2018 Curb Ramp Upgrade/Almaroof 1 - 8 August 22, 2018 Project Number 18-3011.12 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. 1-05.8 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 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 1-05.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street 2018 Curb Ramp Upgrade/Alma roof 1 - 9 August 22, 2018 Project Number: 18-3011.12 lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed 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: 2018 Curb Ramp Upgrade/Almaroof 1 - 10 August 22, 2018 Project Number. 18-3011,12 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. SECTION 1-05. 13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2018 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 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED /N ITS ENTIRETY. 2018 Curb Ramp Upgrade/Almaroof 1 - 11 August 22, 2018 Project Number: 18-3011.12 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 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 (1A, 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(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 2018 Curb Ramp Upgrade/Alma roof 1 - 12 August 22, 2018 Project Number: 18-3011.12 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2, Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3, Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 , Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2, Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 2018 Curb Ramp Upgrade/Al ma roof 1 - 13 August 22, 2018 Project Number: 18-3011,12 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2, "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3, "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(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. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax 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. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax 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 2018 Curb Ramp Upgrade/Al ma roof 1 - 14 August 22, 2018 Project Number: 18-3011.12 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. 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 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. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07. 15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 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 2018 Curb Ramp Upgrade/Al ma roof 1 - 15 August 22, 2018 Project Number: 18-3011,12 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 BYADDING 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 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. 2018 Curb Ramp Upgrade/Al ma roof 1 - 16 August 22, 2018 Project Number: 18-3011.12 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Jason Tesdal Bill Walker 206-345-3488 253-288-7538 206-683-4242 (cell) 206-255-6975 (cell) Puget Energy Gas Puget Sound Energy Power Glenn Helton Dennis Booth 253-395-6926 425-417-9188 (cell) 425-559-4647 (cell) Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) 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 the insurance requirements in 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 1-07.23(1) IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 1-07.23(1) Construction Under Traffic Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if approved by the Contracting Agency activating pedestrian recall timing or other accommodation may be allowed during construction. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way 2018 Curb Ramp Upgrade/Almaroof 1 - 17 August 22, 2018 Project Number; 18-3011.12 Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. I he 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. The Contracting Agency has not completed the acquisition of right of entry from the following described curb ramp location: Intersectionmmmm mm Curb Ram Location SE 240`" Ave / 108`" Ave SE NW corner 1321' Ave SE / SE 274`" St NW, NE, SW, and SE corners The Contractor shall not perform any work within these curb ramp limits until ordered to do so by the Engineer. The Contracting Agency has estimated that the above described property will be available October 1 , 2018. 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 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. 2018 Curb Ramp Upgrade/Alma roof 1 - 18 August 22, 2018 Project Number: 18-3011.12 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 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent 2018 Curb Ramp Upgrade/Al ma roof 1 - 19 August 22, 2018 Project Number: 18-3011.12 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. 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 19.1 22.030. 2018 Curb Ramp Upgrade/Al ma roof 1 - 20 August 22, 2018 Project Number 18-3011,12 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. 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 2018 Curb Ramp Upgrade/Almaroof 1 - 21 August 22, 2016 Project Number: 18-3011.12 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 provided 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 1-09.9 Payments 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 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. 2018 Curb Ramp Upgrade/Alma roof 1 - 22 August 22, 2018 Project Number: 18-3011.12 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. 1-09.11 Disputes and Claims 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 Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 2018 Curb Ramp Upgrade/Almaroof 1 - 23 August 22, 2018 Project Number: 18-3011.12 1-7n TFMPAR A RV TRAFFIC CAIUTRAI 1-10.2 Traffic Control Management SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING 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 or206-382-4090 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 9-10.2(2) IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-10.2(2) Traffic Control Plans The Contractor shall provide, monitor, and provide direction to Uniformed Off-Duty Police Officer having jurisdiction in the area, to control intersection traffic in accordance with the adopted traffic control plans. The police officers should be used to control signalized intersections during paving, grinding, or any activities that will require an intersection to be controlled. The following contact information for potential service providers is supplied for the Contractor's convenience: City of Kent Police 220 4th Ave S Kent, WA 98032 Sergeant Matt Stansfield 253-856-5809 Nancy King Washington State Patrol 811 E Roanoke St Seattle WA 98102 206-720-3021 N mqy kiLig- w-s .wa.my 2018 Curb Ramp Upgrade/Almaroof 1 - 24 August 22, 2018 Project Number: 18-3011.12 1-10.3 Traffic Control Labor, Procedures, and Devices j 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: I 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10-5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1 -10.2(1)B, and Section 1 -10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic ControN Supervilsor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1 -10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor." The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 2018 Curb Ramp Upgrade/Alma roof l - 25 August 22, 2018 Project Number: 18-3011.12 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCM.SI" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential Arrow Sign (SAS)" per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." The unit bid price per hour for "Uniformed Off-Duty Police Officer" will be complete compensation for the utilization of a uniformed off-duty Police Officer for traffic control purposes. This bid item includes all the equipment, and vehicle needed for the police officer to perform his duties. Cost is per hour for each hour an Officer is on the project with a minimum call-out time of three hours. The Contracting Agency (City of Kent) has set the unit price for "Uniformed Off-Duty Police Officer" at eighty dollars ($80.00) per hour minimum. Should the Contractor determine that the cost for this work is greater than the minimum price shown in the bid form, the Contractor may bid a higher price. Should the Contractor write in a unit price less than the minimum price shown in the bid form, the minimum unit price shown in the bid form shall govern and become part of the bid. No adjustment will be made for overtime hours or holidays. When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is IirniLed Lu Lhe fulluvvirly vvurk areas: 1 . The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2018 Curb Ramp Upgrade/Alma roof 1 - 26 August 22, 2018 Project Number: 18-3011.12 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1 -07.23(3) of the WSDOT Standard Specifications. 2018 Curb Ramp Upgrade/Almaroof 1 - 27 August 22, 2018 Project Number: 18-3011 12 DIVISION 2 - EARTHWDJRK 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. 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: 2018 Curb Ramp Upgrade/Al ma roof 2 - 1 August 22, 2018 Project Number, 18-3011.12 I . 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: rctUal rleoth in inches (square yards) x 6 inches = 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: 8 100' x 6 = 133 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per square yard for "Remove Reinforced Cement Concrete Driveway" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing 2018 Curb Ramp Upgrade/Al ma roof 2 - 2 August 22, 2018 Project Number: 18-3011.12 reinforced concrete driveway for a depth of 8 inches. Included in this price is the cost of hauling and disposal of the concrete driveway. Should the Contractor encounter pavement to be removed which is thicker than 8 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 8 inches = quantity For example, if the Contractor encounters pavement to be removed which is 10 inches thick and 100 square yards then the quantity would be: 10 100 SY x 8 = 125 S.Y. No other compensation shall be allowed. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter and pre-cast curbing as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Pre-cast Curbing" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. The unit price contract price per lineal foot for "Saw Cut Existing, AAssohalt 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 death in inches (length) x 6 inches — 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: 8 length x 6 = 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. 2018 Curb Ramp Upgrade/Al ma roof 2 - 3 August 22, 2018 Project Number: 18-3011,12 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BYADDING 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 BYADDING 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. 2-06 SQBERAQE P RATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BYADDING 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. 2018 Curb Ramp Upgrade/A Ima roof 2 - 4 August 22, 2018 Project Number: 18-3011.12 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING; 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2018 Curb Ramp Upgrade/Alma roof 2 - 5 August 22, 2018 Project Number: 18-3011.12 DIVISION 4---BASES 4-04 RALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements 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 BYADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment The unit contract price per ton for "Crushed Su.urfacina Tr) Course 5/8 Inch Minus" 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. 2018 Curb Ramp Upgrade/Alma roof 4 - 1 August 22, 2018 Project Number: 18-3011.12 DIVISION 5, - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 5-04 HOT MIX ASPHALT SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 3 million. 5-04.3(7)A2 Statistical or Nonstatistical Evaluation SECTION 5-04.3(7)A2 IS DELETED AND REPLACED BY THE FOLLOWING: 5-04.3(7)A2 Nonstatistical Evaluation (January 16, 2014 APWA GSP) Mix designs for HMA accepted by Nonstatistical evaluation shall; • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2) and 9-03.8(6). Have anti-strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti-strip and aggregate source compatibility from WSDOT lab testing. Anti-strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. 2018 Curb Ramp Upgrade/AJmaroof 5 - 1 August 22, 2018 Project Number: 18-3011 12 At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The proposed mix design indicated on a WSDOT mix design/anti- strip report that is within one year of the approval date • The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 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 that does not meet the contract specifications at the Contractor's expense. 5-04.3(8)A1 General (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. 2018 Curb Ramp Upgrade/Almaroof 5 - 2 August 22, 2018 Project Number: 18-3011.12 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. 5-04.3(8)A4 Definition of Sampling Lot and Sublot (January 16, 2014 APWA GSP) Section 5-04.3(8)A4 is supplemented with the following:. For HMA in a structural application, sampling and testing for total project quantities less than 400 tons is at the discretion of the engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed: i. If test results are found to be within specification requirements, additional testing will be at the engineers discretion. i'i, If test results are found not to be within specification requirements, additional testing as needed to determine a CPF shall be performed. 5-04.3(8)A5 Test Results (January 76, 2014 APWA GSP) The first paragraph of this section is deleted, 5-04.3(8)A6 Test Methods (January 76, 2014 APWA GSP) Delete this section and replace it with the following: Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be by WSDOT Standard Operating Procedure SOP 731 . Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11 . 2018 Curb Ramp Upgrade/Al ma roof 5 - 3 August 22, 2018 Project Number: 18-3011 12 SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing Asphalt concrete Class 112" 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 percent of the maximum density determined by WSDOT Test Method 705). 2018 Curb Ramp Upgrade/Al ma roof 5 - 4 August 22, 2018 Project Number 18-3011.12 Preleveling mix shall be compacted to 92 percent of the maximum density. In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking thejoint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transversejoint. 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(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(14) Planing Bituminous Pavement Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. SECTION 5-04.3 IS 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 5-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.4 Measurement 2018 Curb Ramp Upgrade/Almaroof 5 - 5 August 22, 2018 Project Numbers 18-3011.12 Fabric reinforcement and fabric crack stabilizer will be measured by the square yard for the surface area, which is satisfactorily covered, sealed and accepted. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1 -04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "HMA Class 1/2" P'G 58V-22" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for driveways, permanent utility patches, sidewalk ramps, and other areas at the locations shown on the plans, as specified herein and as directed by the Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. Payment shall be made upon actual square yards planed, regardless of the full planing capacity of the equipment used. Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA Cl. PG _" "HMA for Approach Cl. PG "HMA for Preleveling Cl. PG " "HMA for Pavement Repair Cl. PG "Commercial HMA" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: htt(:5:_I./www.wsdcat.wa._ggv/Business/Construction/FscalationCla uses.htm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. 2018 Curb Ramp Upgrade/Almaroof 5 - 6 August 22, 2018 Project Number: 18-3011.12 Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. If the reference cast is greater than or equal to 105% of the base cost, then Adjustment = (Current Reference Cost — (1 .05 x Base Cost)) x (Q x 0.056). If the reference cost is less than or equal to 95% of the base cost, then Adjustment — (Current Reference Cost — (0.95 x Base Cost)) x (Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. "Asphalt Cost Price Adjustment", by calculation. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. 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 2018 Curb Ramp Upgrade/Almaroof 5 - 7 August 22, 2018 Project Number: 18-3011.12 IV SANITARY SEWERS, D 7-05 MANHOLES, INLETS CATCH BA INS AND DRY'WELLS 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. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-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 2018 Curb Ramp Upgrade/Almaroof 7 - 1 August 22, 2018 Project Number: 18-3011,12 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. SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, 2018 Curb Ramp Upgrade/Al ma roof 7 - 2 August 22, 2018 Project Number: 18-3011 12 but not to exceed 1 -1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for "Adjust Existing Catcla basin Frame and Grate to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to furnish and install adjustment risers and adjust cover/grade to final finished grade for all structures within the project limits as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating; backfilling; compacting; surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Replace Rectangular Manhole Frame and Lid with, C�ity Su lied Frame and Lid and Adjust to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove existing frame and lid and install City supplied frame and lid and adjust 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: removing existing frame and lid, installing City supplied frame and lid, excavating; compacting; surface restoration; referencing for future locates prior sidewalk removal. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be incidental to this item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Replace Existing Manhole Lid with Slip Resistant, Surface and Adjust to Finished Grade" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing manhole lid, adjusting to the planed grade, and adjusting to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavating; dewatering; backfilling; 2018 Curb Ramp Upgrade/Alma roof 7 - 3 August 22, 2018 Project Number: 18-3011.12 compacting; surface restoration; removing and disposing the existing manhole lid, and providing and installing the new manhole lid. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental.. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. Reference WSDOT Standard Plan B-30.70-04 This item shall also include replacing manhole lid with slip resistant surface in accordance with Section 8-20.3(6) of these specifications. The unit contract price per each for "Replace Existing Catch Basin Frame and Grate and Adiust to Finished Grade" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove existing frame and grate, 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. Removing the curb and gutter will paid under a separate bid item. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves...................................9-30.3(1) Valve Boxes ................... ..... ..........9-30.3(4) Valve Marker Posts.............. ...........9-30.3(5) Valve Stem Extensions ...................9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. 2018 Curb Ramp Upgrade/Almaroof 7 - 4 August 22, 2018 Project Number: 18-3011 12 Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: 2018 Curb Ramp Upgrade/Al ma oof 7 - 5 August 22, 2018 Project Number: 18-3011.12 The unit price bid per each for "Replace Existing Valve Box Too Section and Lid and Adiust to Finished Grade" constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7M. 2018 Curb Ramp Upgrade/Almaroof 7 - 6 August 22, 2018 Project Number, 18-3011.12 DIVISION - M -ELLANEOUS CO RUCTION B„„01 PDACI AN t-nh'!ROL AND WATFD Pnl I I ITIn1U f-MITDfl1 SECTION 8-01. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ............................... .....8-01 .3(2)B and 9-14.2 Fertilizer ......................—......8-01 .3(2)B and 9-14.3 Mulch and Amendments --....8-01 .3(2)D and 9-14.4 Tackifier ......................... ......8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED 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. 2018 Curb Ramp Upgrade/Almaroof 8 - 1 August 22, 2018 Project Number: 18-3011.12 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01,3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1 , Dewatering Plan 2, Spill Prevention Control and Countermeasures Plan 3, Stream Bypass Plan for in-water work 4, Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED 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 in waters prohibited 2018 Curb Ramp Upgrade/Almaroof 8 - 2 August 22, 2018 Project Number: 18-3011.12 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(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. 2018 Curb Ramp Upgrade/Almaroof 8 - 3 August 22, 2016 Project Number: 18-3011.12 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. 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 114 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 in 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. 2018 Curb Ramp Upgrade/Almaroof 8 - 4 August 22, 2018 Project Number: 18-3011.12 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 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 2018 Curb Ramp Upgrade/Almaroof 8 - 5 August 22, 2018 Project Number: 18-3011.12 B-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. 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 BYADDING 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 2018 Curb Ramp Upgrade/Al ma roof 8 - 6 August 22, 2018 Project Number: 18-3011.12 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. SECTION 8-01.3(2)14 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)H Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. 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. 2018 Curb Ramp Upgrade/Alma roof 8 - 7 August 22, 2018 Project Number: 18-3011.12 SECTION 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per square yard 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. The unit contract price per hour for "ESC Lead` shall be full pay for all duties outlined in Section 8-01 .3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 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. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the 2018 Curb Ramp Upgrade/Almaroof 8 - 8 August 22, 2018 Project Number: 18-3011.12 singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1 (1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. 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 Plant Materials............................... ........... 9-14.6 Street Trees............................................. 9-14.6(1)A Stakes, Guys and Wrapping ....................... 9-14.7 Tree Ties .............................. ................... 9-14.7(1) Water for Plants........................................ 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) 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. 2018 Curb Ramp Upgrade/Almaroof 8 - 9 August 22, 2018 Project Number, 18-3011.12 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. SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5) Planting Area Preparation The Contractor shall excavate planting pits to a depth of three feet below the top of adjacent sidewalks, or adjacent ground if trees are not being planted in sidewalk cutouts. Tree pits shall be about three feet in diameter, and shall be neat and uniform basins around each tree. The Contractor shall then place special planting mixture into the tree basins, bringing to grade about one and one-half foot below the top of the planter by compaction by repeated watering. Refer to Section 8-02.3(4) of the WSDOT Standard Specifications. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting The location of plantings shall be according to the landscaping details, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9) Pruning, Staking, Guying, and Wrapping Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees. SECTION 8-02.3(11) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(11) Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to "wood chip mulch." A sample of the wood chip mulch shall be provided to the Engineer or project Ecologist in a 1 -gallon re-closable bag at least seven (7) days prior to application. 2018 Curb Ramp Upgrade/Alma roof 8 - 10 August 22, 2018 Project Number: 18-3011.12 SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1 . Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for "Topsail 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. 2018 Curb Ramp Upgrade/Alma roof 8 - 11 August 22, 2018 Project Number: 18-3011.12 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements 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. Cement Concrete Curb and Gutter, 8 Inch Depth, Reinforced shall be constructed according to Kent Standard Plan 6-43M. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Pedestrian Curb" "Cement Concrete Curb and Gutter" The unit contract price per linear foot for the above items 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. These bid items also includes supplying and painting the Cement Concrete Curb and Gutter in the traffic island with appropriate color (Yellow and White) in accordance with the plans, specifications and as directed by the Engineer. The unit contract price per linear foot for "Cement Concrete Curb and Gutter, 8 Inch Depth Reinforced" 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. These bid items also includes supplying and installing the reinforcing steel in accordance with the plans, specifications and as directed by the Engineer. The unit contract price per linear foot for "Precast. Concrete Sloped Mountable 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. These bid items include but are not limited to: supplying and painting the Precast Concrete Sloped Mountable Curb in the traffic island with appropriate color (Yellow and White), supplying and installing the reinforcing steel, and paint curb in accordance with the plans, specifications and as directed by the Engineer. 2018 Curb Ramp Upgrade/Alma roof 8 - 12 August 22, 2018 Project Numbers 18-3011.12 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-43. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 3-day mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.5 Payment The unit contract price per square yard for "Cement Concrete (Driveway.. 8 Inch Depth, Reinforced" constitutes complete compensation for all materials, labor and equipment required to install 8" thick cement concrete driveway in accordance with the plans and specifications. Reinforcing steel in the driveway shall be included in this bid item. Reference Kent Standard Plan 6-43. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to 2018 Curb Ramp Upgrade/Alma roof 8 - 13 August 22, 2018 Project Number: 18-3011.12 be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-74. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1 , Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other 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. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. 2018 Curb Ramp Upgrade/Almaroof 8 - 14 August 22, 2018 Project Number. 18-3011.12 8-14.3 Construction Requirements SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. Yellow masonry paint for precast curbs, Formula H-3-83, may be used for truncated dome patterns embossed into the concrete surface. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk," per square yard "Cement Concrete Sidewalk Ramp Type Perpendicular A," per each Cement Concrete Sidewalk Ramp Type Parallel A," per each "Cement Concrete Sidewalk Ramp Type Parallel B," per each "Cement Concrete Sidewalk Ramp Tyge Blended Transition," per each „Cement Concrete Sidewalk Ramppe Cut-thru," per each "Cement Concrete Sidewalk Ramp Type Combination," per each "Cement Concrete Sidewalk Ramo Type Single Direction A," per each 2018 Curb Ramp Upgrade/Almaroof 8 - 15 August 22, 2018 Project Number: 18-3011.12 The unit bid per square yard or per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS. INTELLIGENT TRANSPORTATION SYSLr_EMS, 8NQ ELECTRICAL SECTION 8-20. 1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. SECTION 8-20.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.2 Materials Contractor-Supplied Materials The Contractor will supply the following materials for the temporary video detection system for the EB direction of Military Road S and S Reith Road and S 2561h Place intersection: Description Quantitv Video Detection Camera 1 Camera Mountina Hardware 1 Video Imaqe Processor 1 Video Detection Cable The Contractor shall supply all required cables and connectors for the Temporary Video Detection system. Coaxial cable or combination (composite/Siamese) cable for video detection shall be RG59/U with a manufacturer's rating of 600 Volts (Non UL - manufacturer's voltage rating of the insulation is acceptable). Combination cable shall be in accordance with the video detection system manufacturer's recommendations for the length of cable required. 2018 Curb Ramp Upgrade/Alma roof 8 - 16 August 22, 2018 Project Number: 18-3011.12 The cable shall also include the proper connectors needed to connect to power source, video detection camera, and video image processor. The Contractor shall be responsible for unloading the equipment where directed by the Engineer at the delivery site. Wiring Wire Splices All splices shall be made in the presence of the Engineer. 8-20.2 Materials SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM2: 8-20.2(1) Equipment List and Drawings 3. Photometric curve data provided in electronic format IES format files provided on a 3 1/2 inch diskette or CD-ROM disk. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City. 5. Catalog Cuts and/or ordering information clearly showing selected luminaire options. SECTION 8-20.3 IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 8-20.3 Construction Requirements Install permanent video detection for the north leg of the interaction of SE 240th Avenue and 108th Avenue SE prior to saw cutting activities at the northwest corner of the intersection. Permanent video detection system shall be per Section 9-29.18 of these specifications. Permanent video detection system and associated hardware and wiring shall be new and will be owned and operated by the City upon completion of the project. Temporary video detection system shall be removed upon installation of associated traffic loop detectors. SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED /N ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. 2018 Curb Ramp Upgrade/Almaroof 8 - 17 August 22, 2018 Project Number: 18-3011.12 THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within 'unction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS "Galvanized steel conduit shall be installed at the following locations:" Item 1. Change to read "All State highway roadbed crossings" Item 3. Contents are deleted, leaving it BLANK SECTION 8-20.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebecl (their most aggressive surface) manufactured by IKG Industries, SlipNOT Grade 3 — coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) 1S DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY, SECTION 8-20.3(14) IS SUPPLEMENTED BYADDING THE FOLLOWING: 2018 Curb Ramp Upgrade/Almaroof 8 - 18 August 22, 2018 Project Number; 18-3011 12 Temporary Video Detection System Temporary video detection systems shall be completely installed, property aimed, calibrated, and made operational prior to any associated induction loop being disabled. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK. SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoT`" Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer's recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B — A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C — A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTm AB-3008 Clamp Kits, or pre-approved equal. 2018 Curb Ramp Upgrade/Al ma roof 8 - 19 August 22, 2018 Project Number: 18-3011.12 SECTION 8-20.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.4 Measurement No measurement will be made for adjusting junction boxes to finished grade and considered incidental to the project. Adjustments made prior to the final finished elevation shall also be considered incidental to the project. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The lump sum contract price for "Traffic Signal Modification at SE 240th Avenue and 108th Avenue SE Intersection. including Permanent Video Detection" shall be full pay for furnishing all labor, materials, tools, supplies, and equipment necessary to perform the signal modifications as shown in the Plans and described in Section 8-20.1 of the Kent Special Provisions, and as herein specified including but not limited to: excavation, backfilling, compaction, new conduits, new wiring, permanent video detection and associated wiring, 1 new type 1 junction box with slip resistant frame and lid, 1 new type 8 junction with slip resistant frame and lid, 4 new pedestrian push button posts and foundations, relocate 8 existing pedestrian pushbutton assemblies onto the new posts, mounting extension brackets for pedestrian pushbuttons assemblies, termination at terminal compartment at existing signal poles, wiring between pedestrian pushbuttons and controller cabinet, plugging holes, splicing wires, removing junction boxes, adjusting junction boxes to finished grade, restoring facilities which are destroyed or removed for installation, salvaging existing materials, making all required tests, and all inspections needed. All additional materials, tools, supplies, equipment and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. Payment for traffic loops will be paid for under other bid items. The lump sum contract price for "Traffic Slgnail Modification at SE 260th Street and 104th Avenue SE Intersection" shall be full pay for furnishing all labor, materials, tools, supplies, and equipment necessary to perform the signal modifications as shown in the Plans and described in Section 8-20.1 of the Kent Special Provisions, and as herein specified including but not limited to: excavation, backfilling, compaction, new conduits, new wiring, 3 new type 8 junction boxes, 2 new pedestrian push button posts and foundations, relocate4 existing pedestrian pushbutton assemblies onto the new posts, mounting extension brackets for pedestrian pushbuttons assemblies, termination at terminal compartment at existing signal poles, wiring between pedestrian pushbuttons and controller cabinet, plugging holes, splicing wires, removing junction boxes, adjusting junction boxes to finished grade, restoring facilities which are destroyed or removed for 2018 Curb Ramp Upgrade/Almaroof 8 - 20 August 22, 2018 Project Number: 18-3011.12 installation, salvaging existing materials, making all required tests, and all inspections needed. All additional materials, tools, supplies, equipment and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. This item shall also include providing and installing temporary wiring to maintain signal operations during construction. Payment for traffic loops will be paid for under other bid items. The lump sum contract price for "Traffic Signal Modification at Military Road S and S Reith Road and S 259th Place Intersection" shall be full pay for furnishing all labor, materials, tools, supplies, and equipment necessary to perform the signal modifications as shown in the Plans and described in Section 8-20.1 of the Kent Special Provisions, and as herein specified including but not limited to: excavation, backfilling, compaction, new conduits, new wiring, 4 new pedestrian push button posts and foundation, 6 new pedestrian pushbutton assemblies, 2 new type 1 junction boxes with slip resistant frame and lid, 1 new type 2 junction box, mounting extension brackets for pedestrian pushbuttons assemblies, termination at terminal compartment at existing signal poles, wiring between pedestrian pushbuttons and controller cabinet, plugging holes, splicing wires, removing junction boxes, adjusting junction boxes to finished grade, restoring facilities which are destroyed or removed for installation, salvaging existing materials, making all required tests, and all inspections needed. All additional materials, tools, supplies, equipment and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. Payment for traffic loops and temporary video detection will be paid for under other bid items. The lump sum contract price for "Contractor Supplied Temporary Video Detection (Military Road S and S Reith Road and S 259th Place Intersection)" shall be full pay for furnishing all labor, materials, tools, supplies, and equipment necessary to install the complete signal system as shown in the Plans and described in Section 8-20.1 of the Kent Special Provisions, and as herein specified including but not limited to: excavation, backfilling, compaction, conduit, wiring, install 3 new pedestrian push button posts, relocated 6 existing pedestrian pushbutton assemblies onto the new posts, mounting extension brackets for pedestrian pushbuttons assemblies, wiring between pedestrian pushbuttons and controller cabinet, restoring facilities which are destroyed or removed for installation, salvaging existing materials, making all required tests, and all inspections needed. All additional materials, tools, supplies, equipment and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. Payment under this item shall include compensation for testing and 2018 Curb Ramp Upgrade/Almaroof 8 - 21 August 22, 2018 Project Number: 18-3011.12 miscellaneous items necessary to provide a complete and fully operational lighting system. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. The unit contract price per each for "6 Foot Diameter Traffic Loan" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a traffic loop to the size and location shown on the drawings and in accordance with the Kent Special Provisions and WSDOT Standard Specifications. The unit bid shall include but not be limited to: saw cutting the pavement; the first 30 lineal feet of lead-in wire, sealing; connect new wiring to existing home run cable; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. Note: The Contractor shall vacuum up all slurry produced during saw cutting for traffic loops and dispose of offsite in accordance with applicable regulations. NOTE: This bid item will be paid based on the lineal footage of saw cutting, regardless of the lineal footage or number of lead-in wire. Measurement begins after the first 30' of individual loop home run cable and saw cut or after two or more loop wire/cuts are combined together to form a lead in. 8-21 PERMANENT S I GN I NG SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-21.2 Materials Sign posts shall be rolled carbon sheet steel, ASTM 1011 grade 50 and be hot dipped galvanized per AASHTO M-120 with minimum yield strength of 60,000 psi. Sign posts shall be 2" square with 7/16" diameter pre-punched holes on 1" center full length of the post on all sides. Post anchors shall be zinc hot dipped galvanized material meeting ASTM A500 grade B, 7 gauge. 2 �/2" x 2 112" square Telespar anchor or Engineer approved equivalent. Post anchor length shall be 30". Post anchor shall have a 7/16" diameter hole on each side of the post located 2" from the top. SECTION 8-21.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3 Construction Requirements 2018 Curb Ramp Upgrade/Al ma roof 8 - 22 August 22, 2018 Project Number: 18-3011.12 All sign post shall be installed on cement concrete foundation and post anchor per Kent Standard Plan 6-82aM. The concrete in the sign foundation shall be Commercial Concrete in accordance with the requirements of Section 6-02. Cement concrete foundation and post anchor shall be allowed to cure at least 24 hours prior to post and sign installation. The vertical distance from the bottom of the sign to the edge of traveled way shall not be less than 7 feet, except that the vertical distance from the bottom of W1-8 sign to the edge of traveled way shall be not less than 48 inches and not greater than 60 inches. The vertical distance from the bottom of the sign to the ground surface for D3 series signs shall not be less than 9 feet. Use of precast cement concrete base shall not be allowed, SECTION 8-21.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(2) Placement of Signs The Contractor shall install new sign bases such that the existing signs being replaced remain in service and visible to traffic until the new signs are installed. The Contractor shall ensure all new and relocated signs are visible to traffic the sign faces at least 350 feet away, unless otherwise approved by the Engineer. Vegetation and tree limbs that impede sign visibility shall be trimmed immediately upon installation. 8-21.3 Construction Requirements SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal The Contractor shall remove all signs, posts, and bases within the project limit that are replaced with new signs. Banding of existing signs mounted on signal or light poles shall be removed. The embedded anchors attaching signs and sign Structures specified for removal to existing concrete Structures shall be removed a minimum of 1 inch beneath the existing concrete surface. The void left by removal of the embedded anchors shall be coated with epoxy bonding agent and filled with mortar conforming to Section 9-20.4(2). The epoxy bonding agent shall be Type 11, conforming to Section 9-26.1 , with the grade and class as recommended by the epoxy bonding agent manufacturer and as approved by the Engineer. The mortar shall consist of cement and fine aggregate mixed in the proportions to match the color of the existing concrete surface as near as practicable. 2018 Curb Ramp Upgrade/Al ma oof 8 - 23 August 22, 2018 Project Number, 18-3011.12 The void left by removal of ground mounted sign post and anchor shall be backfilled with the same material and level as its immediate surrounding. Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 2401h Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. All signs that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation New signs and relocated signs shall be installed on new concrete base, post anchor and steel posts in accordance with Section 8-21 , unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.4 Measurement Measurement of "Permanent Signing" will be measured by the square foot of sign face area for each sign manufactured and installed in accordance with these specifications. Street Name Signs with legend on both sides of the sign, each sign face will be measured. Measurement of "Concrete Sign Base, Post Anchor, and Pre-punched Post" will be measured per each sign base, post anchor, and post installed in accordance with these specifications. SECTION 8-21.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per square foot for "Permanent Signing" constitutes complete compensation for all material, hardware, labor, tools, and equipment necessary to deliver and install the traffic signs on sign posts, signal and light poles, including all material, hardware, labor, tools, and equipment to remove, dispose, and salvage of existing 2018 Curb Ramp Upgrade/Al ma oof 8 - 24 August 22, 2018 Project Number: 18-3011 12 signs within the project limit, delivery of salvaged material to the City Maintenance Facility, and vegetation and tree trimming to ensure proper sign visibility. This also includes all material, hardware, labor, tools, and equipment to properly install the signs on existing signal and light poles. This also includes vegetation and tree trimming to ensure proper sign visibility. The unit contract price per each for "Concrete Sign Base, Post Anchor, and constitutes complete compensation for all material, concrete base, post anchor, hardware, labor, tools, and equipment necessary to deliver and install new concrete base, post anchor, and pre-punched sign post, including all material, hardware, labor, tools, and equipment to remove, and dispose of existing sign bases, anchor, and posts. 8-22 PAVEMENT MARK 11NG SECTION 8-22. 1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches wide, aligned parallel with the direction of traffic, with an 8 inch space between the lines. Pairs are located as shown in Kent Standard Plan 6-75. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING; A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used. The solid line shall be installed to the right of the broken line in the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe,just wide enough to completely cover the concrete curbing. SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines • Plastic Railroad Crossing makings 2018 Curb Ramp Upgrade/Alma roof 8 - 25 August 22, 2018 Project Number 18-3011.12 Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Bike Lane Symbols • Plastic Speed Bump markings Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. • Plastic Traffic Arrows • Plastic Traffic Letters • Profiled Plastic lane lines • Plastic flat long lines • Plastic wide lane lines + Plastic Bike Lane Lines • Profiled Plastic Double Yellow Centerlines • Profiled Plastic Two-Way Left Turn Lane Lines Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 OF to 450 °F (190 °C to 230 °C) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(54°C), and show no deformation or flaking at temperatures between —10 OF to 140 °F (- 23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. Type D plastic material shall meet the requirements of Section 9-34, Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8- 09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). SECTION 8.22,3 IS SUPPLEMENTED WITH THE FOLLOWING: 8-22.3 Construction Requirements Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02. 2018 Curb Ramp Upgrade/Alma roof 8 - 26 August 22, 2018 Project Number: 18-3011.12 Traffic Letters shall be constructed in accordance with WSDOT Standard plans M-80.20-00 and M-80.30-00. SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting The Contractor shall use existing curb, gutter, and/or sidewalk as control to assist in preliminary spotting of the lines before beginning the placement of pavement markings. The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition paints as required by Kent Standard Plan 6-74M. Approval by the Engineer is required before the placement of permanent pavement marking. 8-22.3 Construction Requirements 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 5-22.3(3) IS SUPPLEMENTED BYADD/NG 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. 2018 Curb Ramp Upgrade/Almaroof 8 - 27 August 22, 2018 Project Number: 18-3011 12 SECTION 5-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3)B Line Patterns Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Skip center stripe may be used as centerline delineation on select two way highways and streets. Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Gore / Wide Lane Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edge line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other locations where the direction of travel for through traffic is unclear. The dotted pattern shall be based on a 6-foot unit consisting of a 2-foot line and a 4-foot gap. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. Bike Lane Line - A solid white line 8 inches wide that is used to delineate a bike lane adjacent general purpose lanes. 2018 Curb Ramp Upgrade/Al ma roof 8 - 28 August 22, 2018 Project Number: 18-3011.12 Dotted Bike Lane Line - A dotted white line 8 inches wide with the dotted pattern based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Bike Lane Dotted Line is used to discontinue a Bike Lane Line in advance of right-turns at major intersections or corresponding with transit stops. Yellow Painted Curb A SOLID YELLOW stripe, wide enough to fully cover the concrete curbing. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, minimum 8-feet long as shown in Kent Standard Plan 6-75M. The 4 ft x 4 ft clear space beyond the curb face of a curb ramp shall be contained within the width of the crosswalk. Yield Line Markings A series of white triangular yield line symbols indicating that the lane yields. Each triangular yield line symbol shall have a minimum base dimension of 15 inches and minimum height of 27 inches. Yield line symbols shall be spaced at 30 inches on center. SECTION 8-22.3(3)F IS SUPPLEMENTED WITH THE FOLLOWING: 8-22.3(3)F Application Thickness All markings shall meet the thickness requirements for flat/transverse & symbol for the various type of plastic material. SECTION 8-22.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-22.3(4)A Tolerances For Traffic Letters and Symbols Traffic Letters - The letter's width of field of a marking shall be not be less than specified in the WSDOT Standard plans specified in the Contract or greater than specified plus 1/4 inch. Edges shall be crisp and sharp with no more than 1/4 inch variation in width. Seam and overlap of plastic marking material are not allowed in field of a marking that are less than 12 inches wide. Overlap of plastic material will be limited to 3 in field of a marking that are 12 inches or greater. Gap between passes of plastic material to form traffic letters will not be allowed. Symbols — The dimension of the symbols shall be not less than specified in the in the Contract or greater than specified dimensions plus '/4 inch. Edges shall be crisp and sharp with no more than 1/4 inch width variation. Seam and overlap of plastic marking material is not allowed in field of a marking that are less than 12 inches wide. Overlap of plastic material will be limited to 3 in field of a marking that have width 12 inches or greater. Gap between passes of plastic material to form symbols will not be allowed. 2018 Curb Ramp Upgrade/Almaroof 8 - 29 August 22, 2018 Project Number: 18-3011.12 SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4), SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment will be allowed for the removal of long line pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the type of existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. 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. 2018 Curb Ramp Upgrade/Almaroof 8 - 30 August 22, 2018 Project Number: 18-3011.12 Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. No measurement will be made for removal of raised pavement markers supplementing removed paint lines. SECTION 8-22.5 IS SUPPLEMENTED BY ADDING 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: The unit contract price per linear foot for "Removing Paint Line" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary to remove paint lines and raised pavement markers at the location shown on the plans or as directed by the Engineer. "Plastic Crosswalk. Lind," per square foot. "Profiled Plastic Double Yellow Centerline," per linear foot "Profiled' Plastic TWLTL Line" per linear foot "Plastic Stop Line (24 inch wide)," per linear foot The unit contract price per square foot for "Removing Plastic Pavement Markin..os" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the plastic pavement markings, including crosswalk lines and stop lines, as identified in the plans, as described in the specifications or as directed by the Engineer. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. 2018 Curb Ramp Upgrade/A Ima roof 8 - 31 August 22, 2018 Project Number 18-3011.12 SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.4 Measurement No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. SECTION 5-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.5 Payment No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the contract. 2018 Curb Ramp Upgrade/Almaroof 8 - 32 August 22, 2018 Project Number 18-3011.12 DIVI5UQN 9 - MATERIALS 9-03 AGGREGATES 9-03.12 Gravel Backfill SECTION 9-03. 12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.14 Borrow SECTION 9-03. 14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent PassBna 3 Inch* 100 3/4 Inch 65 - 100 U.S. No, 4 25 - 70 U.S. No. 10 10 - 50 U.S. No, 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. 2018 Curb Ramp Upgrade/Almaroof 9 - 1 August 22, 2018 Project Number: 18-3011.12 Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03. 17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class I I Foundation Material Class I and Class I I shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class I I shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min 9-03.21 Recycled Material SECTION 9-03.21(1)D IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 2018 Curb Ramp Upgrade/Al ma roof 9 - 2 August 22, 2018 Project Number: 18-3011.12 9-03.21 (1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. 9-13 RIPRAP UARRY SPALLS SLOPE PROTECTION AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading Sieve Size Pea'cent Passno 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROS I ON CONTROL AND ROAD E P'LANTING 9-14.1 Topsoil SECTION 9-14. 1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1 (1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 — 67% sand and/or sandy loam and 33 — 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. A. The soil shall meet the following requirements, 1 . The mixed soil shall meet the following gradation; 2018 Curb Ramp Upgrade/Al ma roof 9 - 3 August 22, 2018 Project Number: 18-3011,12 Screen Percent Size * Passina 2 inch 100 1 inch 99-100 5/8" 90 — 100 1/4" 75-100 *Maximum particle length of 6 inches B. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in section 9-14.4(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost- amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1 -gallon re-closable bag at least seven (7) days prior to application. SECTION 9-14. 1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 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, 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 SECTION 9-14.2 IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 9-14.2 Seed 2018 Curb Ramp Upgrade/Almaroof 9 - 4 August 22, 2018 Project Number: 18-3011.12 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: Mix B (Landscaped Area Grass): Weight Seed Mix 'W" Min. % Min. % FWeed x. % Proportion Inaredient Pure Seed Germination Seed 15% Creeping Red Fescue 95% 90% 5% 10% Chewings Fescue 95% 90%.........__ ____...__......................40% Perennial Rveqrass 95% 90% 5% 20% Alta Tall Fescue 95% 90%15% Annual Ryeqrass 95% 90% 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 fallowing proportions and formulation: Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as P205) 2018 Curb Ramp Upgrade/Almaroof 9 - 5 August 22, 2018 Project Number: 18-3011.12 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 SECTION: 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. 9-14.6 Plant Materials 9-14.6(1) Description 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General 2018 Curb Ramp Upgrade/Al ma roof 9 - 6 August 22, 2018 Project Number: 18-3011.12 All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. 9-28.14 Sign Support Structures SECTION 9-28-14(2) 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.14(2) Steel Structures and Posts Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3), Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11 , and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturer's identification, and charpy impact testing (15 foot- pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of V-0" at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111 , unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 2018 Curb Ramp Upgrade/Alm a roof 9 - 7 August 22, 2018 Project Number: 18-3011.12 Sign posts shall be Telespar or Engineer approved equal. Sign posts shall be rolled carbon sheet steel, ASTM 1011 grade 50 and be hot dipped galvanized per AASHTO M-120 with minimum yield strength of 60,000 psi. Sign post shall be 2" square with 7/16" diameter pre- punched holes on 1" center full length of the post on all sides. Post anchors shall be Telespar anchor or Engineer approved equal. Post anchor shall be zinc hot dipped galvanized material meeting ASTM A500 grade 13, 7 guage. 2 '/2" x 2 1/2" square. Post anchor length shall be 30". Post anchor shall have a 7/16" diameter hole on each side of the post located 2" from the top. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL SECTION 9-29. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, Innerduct, and Outerduct Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. SECTION 9-29.3 IS REVISED AS FOLLOWS: 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)1 IS REVISED AS FOLLOWS: 9-29.3(2)1 Twisted-Pair Communication Cable Replace "AWG 22" with "#AWG 19". THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.6 Light and Signal Standards SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.6(2) Slip Base Hardware INSERT THE FOLLOWING PARAGRAPH AT THE BEGINNING OF THIS SECTION: Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. 2018 Curb Ramp Upgrade/Almarcof 9 - 8 August 22, 2018 Project Number: 18-3011.12 SECTION 9-29.6(5) IS SUPPLEMENTED AT THE END OF THE SECTION WITH THE FOLLOWING PARAGRAPH: 9-29.6(5) Foundation Hardware Breakaway supports for street light standards shall conform to Precisionform Inc. model PFI 200-1A Breakaway Supports, or approved equal. SECTION 9-29.6 IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTION: 9-29.6(6) Aluminum Light Standards Pole shafts shall be constructed of seamless extruded tubes of 6063 aluminum alloy per ASTM B221 and shall be full-length heat treated after welding on the base flange to T-6 temper. The shaft shall be free of longitudinal welds. The pole shaft cap, when required, shall be cast aluminum 443 or 356F aluminum alloy and attached utilizing stainless steel screws. Pole base flanges shall be one piece cast socket of aluminum alloy 356 per ASTM B 26 or B108. The base flange shall be joined to the pole shaft by means of complete circumferential welds; externally at the top of the flange and internally at the bottom of the shaft tube. Single arm members shall be tapered and ellipsized from 6063-T6 aluminum alloy tubing. Arms shall be welded to an extruded mounting plate of 6063-T6 aluminum alloy and attached to the pole shaft by means of four 1/2 inch diameter stainless steel bolts, nuts and washers. A grommeted 1 1/4 inch cable entry (1 inch I.D. rubber grommet) shall be provided in the pole shaft at the arm mounting location. Arms shall have 2 inch N.P.S. slipfitters at least 8 inches in length. 9-29.10 Luminaires SECTION 9-29. 10(1) IS REVISED AS FOLLOWS: 9-29.10(1) Conventional Roadway Luminaires REPLACE THE FIRST SENTENCE OF THE FIRST PARAGRAPH WITH THE FOLLOWING: All luminaires shall come equipped for IES type I II, medium cutoff light distribution unless otherwise specified on the Street Lighting Plans and/or Traffic Signal Plans when those signals include street lighting luminaires. THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION: The only pre-approved street lighting luminaires for this project are as follows: 2018 Curb Ramp Upgrade/Alma roof 9 - 9 August 22, 2018 Project Number: 18-3011 12 For LED Equivalent of the 400 Watt HPS Luminaire: ATBM H MVOLT R3 NL P7 For LED Equivalent of the 250 Watt HPS Luminaire; ATBM D MVOLT R3 NL P7 For LED Equivalent of the 200 Watt HPS Luminaire: ATBM C MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Luminaire: ATBS E MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Lumec DSX Luminaire: S56C1 -55W32LED4K-R-ACDR-LE3-240-SFX-FN1-GN8TX For LED Equivalent of the 100 Watt HPS King Luminaire: K118R-B2PR-III-60-SSL-1042-120-K18-PEBC-SST-GN-#1 Other street lighting luminaires may be submitted for approval, PROVIDED that they possess the same serviceability characteristics as the pre-approved models, and the submittal is accompanied by photometric calculations showing that they are photometrically equivalent to the approved products. 9-29.12 Electrical Splice Materials SECTION 9-29.12(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchT" 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half;lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29. 12(2) IS DELETED AND REPLACED WITH THE FOLLOWING. 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securelyjoin the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotcht"°#06147 Electrical Moisture Sealant, or approved equal. 9-29.13 Controller Cabinet Assemblies. REPLACE THE LAST SENTENCE WITH THE FOLLOWING: 2018 Curb Ramp Upgrade/Almaroof 9 - 10 August 22, 2018 Project Number 18-3011,12 Traffic Signal Controller Cabinet Assemblies shall meet the requirements of NEMA TS2 Specification. 9.29.13(1) Environmental, Performance, and Test Standards for Solid-State Traffic Controller Assemblies. REPLACE THE THIRD SENTENCE WITH THE FOLLOWING: NEMA control assemblies shall meet or exceed current NEMA TS 2 Environmental Standards. SECTION 9-29. 13 (2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(2) Traffic Signal Controller Assembly Testing. Each traffic signal controller assembly shall be tested as follows. The Contractor shall: 1 . Prior to shipping, arrange controller cabinet testing with City of Kent Transportation. 2. If the traffic signal control assembly passes all testing, the Contractor will be notified the cabinet is ready for pick-up. 3. If the traffic signal control assembly fails testing, the Contractor has 7 calendar days to repair or replace the failed components. Once all repairs are completed, the testing will resume. SECTION 9-29.13(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(3) Traffic Signal Controller. The traffic-actuated controller for all City traffic signals shall be a Econolite Corp. Cobalt Controller. SECTION 9-29. 13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(4) Traffic-Signal Controller Software. Controller shall be provided with the most current software release that operates fully with the City's Cental System Software. Current version of controller maintenance and operation documentation shall be provided with each controller in an electronic format. SECTION 9-29. 13(5) IS REVISED AS FOLLOWS: 9-29.13(5) Flashing Operations ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH: When the cabinet is commanded to Flashing mode, the DC supply voltage shall be removed from all loadswitches. The flash transfer relays shall be de-energized during flashing operations. 2018 Curb Ramp Upgrade/Al ma roof 9 - 11 August 22, 2016 Project Number: 18-3011.12 REPLACE THE LAST SENTENCE IN ITEM 2 WITH THE FOLLOWING: When the flash-automatic switch is changed to the automatic position, the controller shall resume normal automatic operation with the display and timing as it existed before the flash mode was enabled. DELETE THE SECOND SENTENCE IN ITEM 3. DELETE ITEM 4 /N ITS ENTIRETY. REVISE ITEM 5 BY DELETING "at the beginning of major street green" IN THE LAST SENTENCE. SECTION 9-29.13(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THE SECTION: 9-29.13(7) Wiring Diagrams The cabinet wiring drawing shall also be provided in AutoCAD v2008 file. All cabinet wiring, and layout shall fit on (1) E1 size sheet, multiple pages shall not be allowed. Component cut sheets and equipment operating manuals shall be provided for devices used within the controller cabinet. SECTION 9-29. 13(10)A IS REVISED AS FOLLOWS: 9-29.13(10)A Auxiliary Equipment for NEMA Controllers ITEM 2 IS REPLACED WITH THE FOLLOWING: 2, Type P-1 controller cabinets shall include a fully-wired 16-position back panel / load bay. Printed circuit-type load bay design is not acceptable. The load bay shall be of the tilt down style requiring no tools to swing it down; giving access to the back of the load switches and all wiring behind the load bay. The cabinet shall include the following additional components: twelve solid- state load switches that conform to NEMA TS-2 specifications, sixteen 4 channel half width detectors (Eberle Design, Inc Model LMD624H or Reno A+ETM Model Y/2-200-ss or approved equal), one TS2 Cabinet Power Supply rated at 5Amps (Eberle Design, Inc Model PS250 or approved equal), six TS2 half width Bus Interface Units (Eberlie Design, Inc Model BIU700H or approved equal), One Opticom phase selector (Global Traffic Technologies Model 764 or approved equal), twelve red outputjumpers to short pin 1 to pin 3 on the Ioadswitch sockets and auxiliary accessories to provide a complete and functional traffic signal control system. ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of twenty AC neutral termination points shall be available for field wire termination in the lower portion of the cabinet. 2018 Curb Ramp Upgrade/Al ma roof 9 - 12 August 22, 2018 Project Number. 18-3011.12 ITEM 3f. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of ten earth ground unused termination points shall be available for field wire termination in the lower portion of the cabinet, ITEM 4 IS REPLACED WITH THE FOLLOWING: 4. A police panel located behind the police panel door shall be equipped with a flash-automatic switch. See Section 9-29.13(5) (above) for operational requirements. ITEM 5 IS REPLACED WITH THE FOLLOWING: 5. An auxiliary control panel located inside the controller cabinet with a Flash-Automatic switch, a Controller On-Off switch, and a Stop Time switch. The Flash-Automatic switch shall put the signal on Flash without applying Stop Time. The Stop Time switch shall provide for application of stop time or disabling ALL other stop time inputs. A ground fault interrupter-protected double outlet shall also be provided on the panel. The panel shall be side or bottom-hinged. ITEM 6 IS REPLACED WITH THE FOLLOWING: 6. The conflict monitor shall be a Eberle Design Inc. EDI MMU2- 16LE(ip), or approved equal. See Section 9-29.13(2) of the Kent Special Provisions for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to Flash if the conflict monitor is removed from service and the cabinet door is closed. Supplemental resistor loads, not to exceed 10 watts per monitored circuit, shall be provided to prevent monitor actuation caused by dimming or lamp burnout. Supplemental loads shall be installed on the control side of the field terminals, for the odd numbered phases and overlaps. DELETE ITEM 7 IN ITS ENTIRETY. ITEM 10 IS SUPPLEMENTED WITH THE FOLLOWING PARAGRAPH AT THE END: 10. No more than one wire shall be permitted per crimped terminal lug. All terminals shall be identified in conformance to the cabinet wiring diagram. All equipment input and output functions shall be terminated on terminal blocks for easy access. The cabinet shall contain a spare door indicator switch (normally closed contacts) which will be wired to a terminal block for future use. SECTION 9-29. 13(10)C IS REVISED AS FOLLOWS: 9-29.13(10)C NEMA Controller Cabinets ITEM 1 IS REPLACED WITH THE FOLLOWING: 2018 Curb Ramp Upgrade/Alma roof 9 - 13 August 22, 2018 Project Number: 18-3011.12 1 . The controller cabinet shall be a 44-inch wide Type P-1 and shall be constructed of aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel. The outside of the aluminum cabinet shall be unfinished. ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove another. The cabinet shall be provided with two (2) shelves that are reinforced with a welded V channel, fabricated from 5052-1-132 0.125-inch thick aluminum with double flanged edges rolled front to back. Slotted or round holes shall be provided on front and back flanges for the purpose of tying off wire bundles. One detector rack shall support (16) channels of loop detection, (1) Buss Interface Unit (BIU) and (4) channel of OpticomT". This rack shall be capable of using half width 4-channel loop amplifiers, half width Buss Interface Unit (BIU) and both two channel or four channel OpticomTM cards. The other three detector racks shall support (16) channels of loop detection using half width 4-channel loop amplifiers and one (1) half width Buss Interface Unit (BIU). 9-29.16 Vehicular Signal Heads, Displays, and Housing SECTION 9-29. 16(2)A IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.16(2)A Optical Units 1 . Light emitting diode (LED) light sources are required for all signal displays. a. Wattage (maximum) : 35 watts. b. Voltage: The operating voltages shall be between 85 VAC and 130 VAC. C. Temperature: Temperature range shall be —35 C to +70 C. d. LED Types: Red balls shall be DialiteT", part number 433- 1210-003XL15, or approved equal; red arrows shall be Dialite TM, part number 432-1314-001XOD15, or approved equal; green balls shall be Dialite TM, part number 433-2220- 001 XL1 5, or approved equal; green arrows shall be Dialite TM, part number 432-2324-001 XOD15, or approved equal; yellow balls shall be Dialite TM, part number 433-32.30-901XL15, or approved equal; yellow arrows shall be DialiteT"', part number 431-3334-901XOD15 or approved equal. e, Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. f. Lens: The lens shall be a polycarbonate lens. The lens shall be free from bubbles, flaws, and other imperfections and shall not be diffused. 2018 Curb Ramp Upgrade/Al ma roof 9 - 14 August 22, 2018 Project Number: 18-3011.12 g. Warranty: A fifteen-year written manufacturer's warranty from date of installation on parts and materials will be provided. h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. SECTION 9-29. 16(2)B 3RD AND 4TH SENTENCES IN PARAGRAPH 5 HAVE BEEN MODIFIED AS FOLLOWS: 9-29.16(2)B Signal Housing In the third sentence of paragraph 5, all words following the words "stabilized polycarbonate plastic" shall be deleted. The fourth sentence in paragraph 5 is replaced with "Visors shall be flat black in color inside and shall be dark green on the outside SECTION 9-29. 16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. SECTION 9-29. 18 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.18(3) Video Detection System The video detection camera housing and mounting hardware shall be painted per Section 6-07. The fully functional video detection systems shall be provided and installed by the Contractor. The Contractor shall submit complete equipment list to the Engineer for approval prior to the systems purchase. The video detection system shall be capable of providing presence vehicle detection and shall be expandable without removing or replacing existing units. All materials furnished during construction for temporary and permanent detection shall be new, unused, current production models and shall be items currently in distribution. The video detection system shall have a minimum 18- month warranty (from the time of permanent installation) against manufacturing defects in materials and workmanship from the date of shipment. The Contractor shall supply the warranty and all documentation necessary to maintain and operate the system to the Engineer prior to approval of the video detection system by the Engineer. The Video Detection System shall consist of ITERIS video detection equipment, auxiliary equipment, cameras, housings, and mounts, and all required mounting hardware, cables, connectors, and wiring. The video detection equipment shall be of the quantities shown on the Plans, and shall meet the following specifications (The contractor shall submit to the Engineer a detailed summary of video detection equipment prior to placing an order): Camera 2018 Curb Ramp Upgrade/Alma roof 9 - 15 August 22, 2018 Project Number: 18-3011.12 Vantage Vector RZ-4 Advanced WDR color camera with integrated weatherproof housing or Vantage Vector with video and radar sensor fusion. Mounting Pelco Astro-Brac Extended Tilt & Pan mount with cable mount and 72 inch tube. The cable mount shall be suitable for the mast arm diameter at the camera installation location. The camera shall be mounted on the mast arm per manufacturer's recommendation. Wiring Siamese Belden 8281 Video Detection Board Vantage Edge 2 — Dual Camera Processor Remote Monitoring Vantage View (include 9" LCD color monitor at each signal and non rack mounted design. Modem None required SurSur esion Each camera assembly shall have a surge suppressor which shall be installed inside the traffic signal controller cabinet. The surge suppressor shall be an EDCO CX06-BNCY or equivalent meeting these specifications: Peak Surge Current 5Ka Technology Hybrid, Solid State Attenuation 0.1dB @ 10 Mhz Response Time < 1 nanosecond Protection Line to Ground Clamp Voltage 6V Connectors BNC SECTION 9-29. 19 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.19 Pedestrian Push Buttons Where noted in the contract, new pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger and be ADA compliant. ADA push button assemblies shall be by Campbell Company, and consist of the following items: 1 . Pedestrian Station MPS 912 4-Hole Round (P/N: 503-0114), 9 X 12, color Federal Green, complete with R10-3B sign; 2. MPS Extension Bracket (P/N: 503-0202), color Federal Green; and 3. DCC 700 4-Hole Round Pushbutton, with SS actuator (P/N: 502- 0170), color Federal Green. 2018 Curb Ramp Upgrade/Al ma roof 9 - 16 August 22, 2018 Project Number: 18-3011.12 Alternate assemblies may be submitted for approval, The pedestrian push button assembly shall be constructed to be compatible for mounting onto a 3" OD PPB post, as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.24 IS REVISED AS FOLLOWS: 9-29.24 Service Cabinets ITEM 9. IS REPLACED WITH THE FOLLOWING: 9. All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) IS REVISED AS FOLLOWS: 9-29.24(2) Electrical Circuit Breakers and Contactors REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: Mercury contactors shall not be permitted. SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE PARAGRAPHS: Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the Street Lighting and/or Traffic Signal Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. The smallest service wire shall be #2 AWG USE from the Puget Sound Energy (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor where shown on the Street Lighting and/or Traffic Signal Plans. The service panel shall consist of a 2 pole, 240 VAC, 100 amp Main Breaker for control of all power. The panel shall be equipped with a single 1 pole, 120V, 30 amp branch breaker for a traffic signal, four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits, a single 1 pole, 120 VAC, 15 amp lighting control breaker, and a single 1 pole, 120 VAC, 20 amp breaker for the GFI receptacle. See Kent Standard Plan 6-96 for service cabinet information. The service panel shall include a switch to bypass the photocell for street light testing. The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestT4 lock in the cabinet door. See Kent Standard Plans 6-96M for additional information. SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 2018 Curb Ramp Upgrade/Alma roof 9 - 17 August 22, 2018 Project Number: 18-3011.12 9-29.26 Traffic Signal Battery Backup Power Unit 1 . Features: Insert new feature specifications. 9-30 WATER DISTRIBUTION MATERIALS SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7M. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-1C or approved equal. A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. 2018 Curb Ramp Upgrade/Al ma roof 9 - 18 August 22, 2018 Project Number: 18-3011,12 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. WATER 3-7M Valve Box and Operating Nut Extender SEWER 4-1M Sanitary Sewer Manhole Type 48" & 54" 4-2M Special Shallow Manhole 4-4 Private Manhole Cover 4-5M Manhole Grade Ring Safety Steps & Ladder STORM 5-1M Catch Basin Type I 5-4M 20" x 24" Catch Basin Frame STREET 6-34M Curb and Sidewalk Joint Example 6-35M Expansion and Contraction/Control Joints 6-43M Commercial Cement Concrete Driveway Approach 6-74M Typical Lane Markings 6-75M Plastic Crosswalk Markings 6-76M Plastic Arrows, Stop Bars & Only Legend 6-82aM Sign Post Installation Type A 6-96M Service Cabinet, Concrete Base and One Line Diagram 6-98M Induction Loop Details 6-99M Induction Loop Installation Notes 6-100M Induction Loop Placement 2018 Curb Ramp Upgrade/Almaroof A - 1 August 22, 2018 Project Number: 18-3011.12 OLYMPIC FOUNDRY VB C,fL. 940 WITH TWO(2)INCH "DEEP SKIRT"COVER. THE COVER SHALL BE MARKED "WATER".SEE SLOPE AWAY 2% MAX(TYP) NOTES 3,4,AND S. ...... 3, --- 4� a 0 SEE NOTE 3 -- ri M1 N 9 n 9 M1 r7 CARE SHALL BE TAKEN IN '.. BACKFILL OPERATIONS µ A^ ENSURING OPERATING NUTF - WATER MAIN ro I- _. WATER_ ...C,. _ [S IN CENTER AT ALL TIMES --i 1 DIRECTION BASE SECTION: RICH 24" .,r—OPERATING 2 �� n VALVE BOX BOTTOM, NUT EXTENDER .-.....- ...-.."i _xu OLYMPIC NO. VETO OR I I r AS NEEDED PRE-APPROVED EQUAL AND (BELOW RIGHT) n SHALL BE COMPATIBLE "' ....."""'��' WITH TOP SECTION ------� .I I ,i ¢ 3'x3'x4"THICK CONCRETE (3,000 PSI) PAD AROUND VALVE COVER IN UNPAVED AREAS PLAN VIEW ---2" SQUARE OPERATING NUT i p ! k Q', 3 ROCK GUARD, ¢ 3 I 4 1/4" DIA. 1/8" MIN.THICK 0 s w � o VALVE BOX WITH z w w Z OPERATING NUT EXTENDER J a NOTES: —3/4" SOLID 1. EXTENSIONS ARE REQUIRED WHEN STEEL ROD. VALVE NUT IS MORE THAN THREE(3) FEET BELOW FINISHED GRADE. 2, EXTENSIONS SHALL BE SIZED AS NEEDED,AND PAINTED WITH TWO (2) COATS OF METAL PAINT. NUT EX 3, EARS, LUGS OR STAINLESS CAP OPERATING TENDER- - SCREWS(TRANSMISSION MAINS NOTE:THIS PLAN 1$NOT A LEGAL ENGINEERING DOCUMENT BUT ONLY)ON COVER SHALL BE ALIGNED AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WITH DIRECTION OF WATER FLOW, /., ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SEE PLAN VIEW. K OA V'`A.'y,rf <,7f THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. 4. FOR ADDITIONAL REQUIREMENTS AND g`�'' '� '2'�'✓] CITY OF KENT H � * ENGINEERING DEPARTMENT USE SEE CITY OF KENT DESIGN AND = ------ .... .... .......... CONSTRUCTION STANDARDS 3.19.B VALVE BOX AND AND C OR KENT SPECIAL PROVISIONS ���T OPERATING NUT EXTENDER 9-30.3(4)AND(6). 38296 '2' w"•" ""'"" . S. VALVE BOX SHALL 8E CENTERED OVER fiJ !L`A`. srnNonleo PLAN ome 2" SQUARE OPERATING NUT. rONAL CyG rH[rrl,fl Halo, rkrafwnrxr, 3gyn .3-7M nr Preavr.o ____ e�Mum,rr"a 12 MIN., MANHOLE FRAME AND LOCKING COVER, SEE STANDARD PLAN 4-4 ADJUSTMENT GRADE RINGS, LEVELING BRICKS MAY BE USED ON TOP Li i1 RING, SEE STANDARD PLAN 4-5 ...W........W a ;7a pp,( )%3/8GROUT, INSIDE,OUTSIDE AND IN BETWEEN GRADE RINGS IIy NJIiIHANDHOLD(TYP,)SEE STANDARD PLAN 4-5 FOR SEPARATE -- - PRECAST CONE(ECCENTRIC UNLESS OTHERWISE SPECIFIED) CAST IN PLACE _ ONLY , DROP RUNG SAFETY STEPS,SEE STANDARD PLAN 4-5 PRECAST RISER SECTIONS.GROUT SECTION JOINTS AND PICKHOLES MP) 48"OR 54' /,/ --------_.. - LADDER EMBEDDED IN CHANNEL SHELF SEE STANDARD PLAN 4-5 ,f ---- ----- \ CONSTRUCT IN FIELD: CHANNEL AND SHELF TO THE CROWN i OF THE PIPE,SLOPE=2%(TYP.) 1/4" PER FOOT x x MAIN-- EACHDIRECTION R AIN • �{ .........., _ --- REINFORCING. PR DIRECTION FOERW 4" DI TEGRALRIS STEEL(FOR PRECAST BASE WITH INTEGRAL RISER) 0.16 SQ a 8 ECAST SEWER DIA 0,19 SQ, IN./FT. IN EACH A. ER *MORTAR CSTC PIPE BEDDING, 12" MIN. COMPACTED DEPTH. FILLET - DESIGN ASSUMPTIONS HEIGHT: 8'TO 12'; SOIL BEARING VALUE EQUALS 3300 #/FT. (MIN.) HEIGHT: OVER 1270 25'; SOIL BEARING VALUE EQUALS 3800#/FT. (MIN.) 8' FOR 48 DIA ..m..a(, .. FOR 54 DIA +�, TN, 18'" OPE4 PER 12" SL P. s SEPARATE CAST IN PLACE OR f° FLOD SEPARATE PRECAST BASE —REINFORCING STEEL(FOR a ;; _ CHA SEPARATE BASE ONLY) w z - "0"RING - DIRECTION 5 IN.FOR IN EACH ' Q DIRECTION FOR 48"DIA ' 0,19 SQ. IN./FT. IN EACH LATERAL CONNECTIONS TO MATCJEX.. DIRECTION FOR 54 DIA. MAINLINE CROWN.CONNECTION KOR-N-SEAL BOOT PRECAST BASE]DINT SHELF HEIGHT UNACCEPTABLECONNECTION (TYP,' NOTES: SECTION A-A 1. MANHOLE REQUIRED WHEN CONNECTION TO MAIN IS 8" DIA. OR GREATER. 7. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED, IN LOCATIONS WITH HIGH WATER TABLES, EXTERIOR COATING AND 2. MANHOLES TO BE CONSTRUCTED IN ACCORDANCE W/AASHTD M-199 AND JOINT SEALANT TAPE WILL BE REQUIRED TO PREVENT HYDRO (ASTM C 478)UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STATIC WATER INFILTRATION OF MANHOLE, WSDOT STD. SPECS. 8. MORTAR 3/8" LINING OUTSIDE,INSIDE, AND IN BETWEEN THE 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. ADJUSTMENT SECTION TO FORM A SMOOTH WATERTIGHT FINISH. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 9. GROUT ALL MANHOLE SECTION JOINTS AND PICKHOLES OUTSIDE 4. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER AND INSIDE TO A SMOOTH FINISH. PLUS MANHOLE WALL THICKNESS. MAX. HOLE SIZE IS 36"FOR 48" MANHOLE,42" FOR 54" MANHOLE. MIN. DISTANCE BETWEEN HOLES IS 8 10.400 FT MAXIMUM SPACING OF MANHOLES(TYP), 5. MANHOLE RINGS&COVERS SHALL BE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT IN ACCORDANCE WITH WSDOT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY STANDARD SPECIFICATIONS&MEET �, THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON THE STRENGTH REQUIREMENTS OF "'A, F RE y FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON M"k, REQUEST. FEDERAL SPECIFICATION RR F-621 D. � ��ON '�J f� MATING SURFACES SHALL BE CITY NO KENT FINISHED TO ASSURE NON-ROCKING rx a' ''�gl ENGINEERING DEPARTMENT FIT WITH ANY COVER POSITION, C,j "' �w _S...W.E. '- -- 6. ALL BASE REINFORCING STEEL SHALL ENO T SANITARY SEWER MANHOLE HAVE PSI AND BE PLACED IN THE . 8296 w ." "oTo" TYPE 1 48" & 54 HAVE A MIN.YIELD STRENGTH OF � _ I DESIGNED LOK 'T.S P11 1 *;+ - SCALE NONE 5FAWARD P� lj UPPER HALF OF THE BASE WITH 1" 'N"S'(ONAL q}Cs"N a kAmv cor — ....�...... .............. _....._ LI IELKED _ DATE MAY, 2018 MIN. CLEARANCE .1i 1-Eiif 4- M APPROVED ,.—3/8" GROUT, INSIDE, OUTSIDE AND IN BETWEEN L'_. ---"�-GRADE RING, SEE STANDARD PLAN 4-5 uarao J VVV II���� s CASTING,SEE STANDARD PLAN 4-4 12 MIN, \18 MAX. q ADJUSTMENT SECTION MIN.4"- MAX. 16" HANDHOLD(TYPO, SEE STANDARD PLAN 4-5 18" SHORT CONE a � ,ya-- DROP RUNG SAFETY STEPS (TYP.), ✓ SEE STANDARD PLAN 4-5 En SLOPE=2%(TYP.) 48" OR 54 CONSTRUCT IN FIELD: CHANNEL AND SHELF TO THE f�.-----CROWN OF THE PIPE,SEE DETAIL 4-1 FOR * MORTAR FILLE ADDITIONAL INFORMATION ,,- PRECAST BASE WITH INTEGRAL RISER - GRAVEL BACKFILL FOR PIPE BEDDING,6" MIN. COMPACTED DEPTH. FOR PRECAST BASES ONLY 6' FOR 48" DIA 8 FOR 54" pl _._._ *6 * FOR SEPARATE CAST IN PLACE ONLY "4 " � '4_., REINFORCING STEEL(FOR PRECAST BASE WITH INTEGRAL RISER)0.15 SQ IN./FT. IN EACH DIRECTION FOR 48" DIA 0.19 SEPARATE CAST IN PLACE OR ^.r SQ. IN./FT.IN EACH DIRECTION FOR 54" DIA. SEPARATE PRECAST BASE--------- REINFORCING STEEL(FOR SEPARATE BASE ONLY) 0.23 SQ.IN IN EACH DIRECTION FOR 48"DIA 0.19 SQ.IN IN EACH DIRECTION FOR 54"DIA. "0" RING-.� PRECAST BASE JOINT NOTES: 1. FLATTOPS MUST BE APPROVED BY THE ENGINEER, 2. GROUT ALL MANHOLE SECTION JOINTS AND PICKHOLES OUTSIDE AND INSIDE TO A SMOOTH FINISH. 3. GROUT FILL RING OR BRICK ADJUSTMENTS ON ALL SIDES.THE CASTING IS TO BE SEATED IN GROUT PLACED ON THE RING OR BRICK. 4. MORTAR A 3/8" LINING OUTSIDE AND NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT INSIDE OF THE ADJUSTMENT SECTION BUT AN ELECTRONIC DUPLICATE, THE ORIGINAL,SIGNED BY TO FORM A SMOOTH WATERTIGHT THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FINISH. F RE'y ,rd FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON 5. ALL SANITARY SEWER MANHOLES C}a WAxSjfrf. REQUEST. SHALL BE VACUUM TESTED. IN AREAS CITY OF KENT OR LOCATIONS WHERE HIGH GROUND �:r1z _ " �/� ENGINEERING DEPARTMENT WATER TABLE TABLE EXIST,THE EXTERIOR OF THE MANHOLE SHALL BE KENT SPECIAL SHALLOW COATED AND JOINT SEALANT TAPE `a w, MANHOLE USED TO PREVENT HYDROSTATIC �57 b`,„.�+ S ap 4r` CJ ^� 96 L"^� __""" WATER INFILTRATION. , , ,.�'S� nw�§wN ocslcNED cor S4's scAI.E NONE STANDARD PUN YGNAL CLECKED ,--. DATE MAv 2u10 4 ZM A11PROVi D � Neev 2"x 3/8" LETTERS ON 8 WEBS 1/2"THICK COVER-"SEWER". NON-SKID PATTERN TO BE CAST INTEGRAL ON TOP OF COVER. I" CORE- ,.--p..-,^�.,- 1 HOLE -o��° ' A .0-m-0' �� o=o A B °u:� SEWERi= n °` °® In n m oo0= o u LOCKING DEVICES FOR COVER MAY BE USED PROVIDING DETAILS HERE ARE NOT CHANGED HEAVY RINGS - (9" DEPTH) USE WHERE 3/8' PORTLAND CEMENT GONG. PAVMT. IS "2 BEING PLACED TO THICKNESS GREATER THAN 6" 1'�" 4� •W— LIGHT RINGS - (6" DEPTH) USE WHERE �' PAVMT.THICKNESS IS 6" OR LESS MACHINED SEAT 26 31W 25" 25 1/4" 24 I SECTION A—A IV CAST IRON NON-LOCKING COVER HEAVY RINGS=9" +5„ �. LIGHT RINGS=6" Irr NOTES: 1, CAST IRON TO CONFORM TO SPEC, ASTM- 159-55, 3/4" - ..—1 1/4" ALLOY#111 RATING H-20, 2. SEAT OF COVER&FRAME MACHINED. - 23 3/4"° 3. NON-ROCKING FIT FOR MANHOLE COVERS. 4. BREAK ALL SHARP CORNERS WHERE POSSIBLE. AsECTI0N 8.- 5. CASTING TO BE SHOT BLASTED AND FREE FROM SURFACE SAND AND SCALE, NOTE: THIS PLAN 15 NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE, THE ORIGINAL, SIGNED BY 6, CASTING TO BE SMOOTH,TRUE TO THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON PATTERN, FREE FROM BLOWHOLES, SC)3,Fe.O,� FILE AT THE CITY OF KENT, A COPY MAYBE OBTAINED UPON POROSITY, HARD SPOTS,SHRINK WAs REQUEST. HOLES,WARP,OR ANY OTHER DEFECTS ' '" qR ✓.y WHICH COULD IMPAIR SERVICEABILITY, "' ¢ .„��� �.+ CITY OF I¢NT ENGINEERING DEPARTMENT 7. CASTINGS SHALL BE COATED AS ��• "' �-] DIRECTED BY THE ENGINEER, Gzj PRIVATE MANHOLE 27493 � � COVER G,; 4'YSTE�� ,.,,4�"' oesicNeo ❑Mw Sce.e. ..............wolae STAl PLAN S�,jONAL or wad cHFru,m ❑AiE 4®4 $PI)fPIYIhPf ZC)G5 1'' RADIUS' .3" 12 MIN 12"MIN, " 3„ .. .... 6 1/2'� �..........�--�3 1/2� 12" SEE NOTE 4 MIN. DROP RUNG HANDHOLD MANHOLE STEP 11 3/4" MIN, x CENTER TO � -»........ 12"MIN. CENTER - •-- 6" -'^ -SEE NOTE 4 9 1/2" _ .... ' MIN. SEE NOTE 4 o, MANHOLE STEP _J SEE NOTE 5— GALVANIZED DROP RUNG MANHOLE STEP GALVANIZED PREFABRICATED LADDER 11 1/2' klV 12" SEE NOTE 4 11 3/4" MIN. - ----- CENTERTO CENTER.........a _..:-'.>.-..... , 9 1/8" FOR STEP 6 18" FOR HANDHOLD 6" FOR STEP FOR HANDHOLD SEE NOTE 5 POLYPROPYLENE DROP RUNG MANHOLE STEP POLYPROPYLENE PREFABRICATED LADDER NOTES 1. MANHOLE STEPS CONFORMING TO SECTION R,ASTM C-478,AASHTO M-199 REQUIREMENTS AND REQUIREMENTS OF ASTM D-4101 FOR POLYPROPYLENE AND ASTM A-615 FOR 1/2" GRADE 60 DEFORMED REINFORCING BAR FOR POLYPROPYLENE 24 _5" STEPS,AND ALL WISHA AND OSHA SPECIFICATIONS,ARE ACCEPTABLE PROVIDED ��(• � I THEY ARE PRE-APPROVED BY THE DIRECTOR OF PUBLIC WORKS. _ _ _ CLEARANCE C 2. PREFABRICATED LADDERS ARE TO BE#7 GALVANIZED SMOOTH STEEL. 1 CLEARA NCE "44 BAR 3. MANHOLE PREFABRICATED LADDER STEPS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE THE SAME. GRADE RING 4. PENETRATION OF OUTER WALL BY A STEP LADDER OR LADDER LEG IS NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT PROHIBITED. USE FLANGED END FOR BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY BOLTING TO WALL IN STORM DRAINAGE - THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON APPLICATIONS. FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON 'OrA' lf� ,J" 5. EMBED FOOT OF GALVANIZED "*i� A�,�T ywf`y REQUEST. , PREFABRICATED LADDER IN CONCRETE �sa' �. �p CITY OF KENT IN POURED OR CHANNELED FLOOR. —. .... ENGINEERING DEPARTMENT...._ 6. MANHOLE STEPS OR LADDERS ARE NOT +,5 T MANHOLE GRADE RING REQUIRED WHEN THE COVER TO "13y 38296 KEN SAFETY STEPS & LADDER BOTTOM OF MANHOLE IS LESS THAN 4. 'I STE ONpL Yt tltls{uuEtl Taw ___ _. SCALE Nof.#E sTnPoonko FInN CHECKED — GATE tll,f:,C�iRr 4-SM MPPFYtlVEtl ei�weere NOTES: 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH 4Y"TO 9" AASHTO M 199, (ASTM C 478, &ASTM C 890) UNLESS " DEPENDING OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT ON FRAME STANDARD SPECIFICATIONS. ~ AND GRATE REQUIRED 2. AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES FRAME AND GRATE PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 COMPLY TO AASHTO M 221 (ASTM A 497). 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 HAVE A WALL THICKNESS ?' r1.�j? .? "'=� "`•y, OF 2"MINIMUM, PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALLAND THE OUTSIDE OF THE PIPE. 5/" �• ..,ti 4. ALL JOINTS IN THE BRICKS, GRADE RINGS, RISERS AND CASTINGS SHALL BE SEATED IN MORTAR. PICK HOLES, OR 12" CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE ONE #3 BAR HOOP FOR 6" HEIGHT 6"WEIGHS 200 LBS. LOWEST PIPE INVERT SHALL BE 5 FEET. DEPTHS GREATER TWO #3 BAR HOOPS FOR 12"HEIGHT--- 12"WEIGHS 580 LBS. THAN 5 FEET REQUIRE UPSIZING TO A TYPE[I STRUCTURE, RECTANGULAR ADJUSTMENT SECTION 6. NON-CEMENTIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE. STATION AND OFFSET POINT WHEN DESIGN AND LAYOUT PROVIDED BY THE CITY OF KENT, UNLESS OTHERWISE NOTED ON THE PLANS— 1` ...... 9' MORTAR.(TYP,) 3 UREQUIRES MAX. /" •_.. 44" E ADAPT DA #3 BAR '� , ' .,`,...,, "!'� R ..r..m._- 44" EACH CORNER ?"" 21" IPE MIN, _ I E.#3 BAR ;,,!' S16EACH SIDE "ti'^••. r " pr" (TYP.) y —MORTAR(TYP.) #3 BAR EACH WAY--�-�-"" 4" 30" .......... PRECAST BASE SECTION TYPICAL SECTION (WEIGHS 2170 LBS,) PIPE ALLOWANCES .............................. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT MAX. INSIDE , AN ELECTRONIC DUPLICATE, THE ORIGINAL,SIGNED BY THE PIPE MATERIAL r. FtL �' DIAMETER I ,6V WA,S ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT / 2`r`j , ,l` THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. REINFORCED OR �fff,�`X+ �4y GCS PLAIN CONCRETE 12" 4`)" Y p�"r�% CITY OF KENT ENGINEERING DEPARTMENT ALL METAL PIPE 15" - `ti ��K ._.. CATCH BASIN TYPE I 'rd 38296 4 ____ -...-. SOLID WALL PVC b ;'"!S[ �%`' RRAWNED c v STANDARD Pv,N WSDOT STD. SPEC. 15" 'I" G1 nrtnwar cGn sr,Atc NON STANDARD._.-.-.-...-. .. -..----........ ._. ( RM" 7ONAL� S'^:„5A "EHEERII DATE r020is 9-os.1z(1)) -. -- - - 5-1 M A�f 120^^LD FNLMEER A A 29 1/4" 5/8"-11 NC 26" / BOLT-DOWN HOLE 241/4" /// (2 PLACES TYP.) 221/2" TOP VIEW 1 5/8"TYP.-_..,,r, 20 1/4" �{ _�7/S"TYP. 1IVI p ...... ......_ 1 5/8"TYP, MIN, 3 3/4' --- ..... _._ - -- 4 1/2" -. 181/2' ...... ..{ 3/4" Z 1l2,��.. . --,. ...._........._ 22 ...J SECTION A-A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY. (PER ASTM A48 CL30 H-20 LOADING), 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION, NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 7 AN ELECTRONIC DUPLICATE, THE ORIGINAL,SIGNED BY THE " �'1 �1' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY 8E OBTAINED UPON REQUEST, CITY OF KENT �.� ENGINEERING DEPARTMENT 20"X 24" w 38296 w • •07 . CATCH BASIN FRAME of irNco roK ....., .... .. ------------ SCALE NONF SfANUARU PIAtJ tiy ,IONAL �,��ti -CHECKFD coR - DATE AFRIL zoiu ...._.. ____..___ _.__..__ Got".cR 5-4M APPROVE) ___ - FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL CB FULL WIDTH ADA DETECTABLE WARNING SURFACE(TYP.) CURB RAMP I OR DRIVEWAY i 1/4"WIDE x 25%SLAB y DEPTH (1 MIN.) CONTRACTION/CONTROL. .' JOINT(TYP) --__._- .... . "' 3/8"EXPANSION JOINT(TYP.)- tiC".;,R SEE KENT STANDARD PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS 1/4"WIDE X 25%SLAB DEPTH (1" MIN.) r "� CONTRACTION/CONTROL JOINT(TYR ) --<,� LEGEND: {A A •�- BOND BREAK JOINT T..,...m., ...._.._.._._...._ ,..._,.- EXPANSION JOINT ----- CONTRACTION/CONTROL]DINT 4"THICK SSPEV+FW.LK - FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL SECTION A-A ^` NOTES: 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4" RADIUS EDGING TOOL. ON SEPARATE POUR AREAS. JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CONSTRUCTION AN EXPANSION JOINT CONSISTING OF BOND AASHTO M33 (ASTM D994). BREAK JOINT MATERIAL FULL DEPTH SHALL BE PLACED BETWEEN THE CURB OR THICKENED EDGE AND THE 2. AN EXPANSION]DINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED ADJACENT SIDEWALK. JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING,A OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL DEPTH MAY BE USED, MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH 3. EXPANSION]DINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR OF ADA RAMPS OR DRIVEWAY WINGS. SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4"WIDE x 25% SLAB ,�' AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE DEPTH SHALL BE TOOLED INTO Xy V Rl",, N ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CONCRETE FINISH AND SHALL BE MADE ";y / WA, IN SIDEWALK AT FIVE FOOT INTERVALS, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ;�C 10Y 5"7Yft� INTERMEDIATE TO THE EXPANSION F ' 0 CITY OF KENT ]DINTS. �� •f � ENGINEERING DEPARTMENT CURB AND SIDEWEXAMPLALK J01 NT 5. AS ALTERNATIVE TO EXPANSION sw K -�y["f JOINTS AROUND STRUCTURES, .0 8629Ly REINFORCING BARS MAY BE EMBEDDED °' (,1n C DI i�tiEu col IN CONCRETE ON FOUR SIDES OF SUAI! uoiul r NMndM STRUCTURES. P�nw YyC+ .._ ........ ......... ' I ��IV�D ��� .-. oaM u-_ 6-34M �cJ c� AFPaoVED na°w[m 15' MAX. ---- SPOONED FINISH PERPENDICULAR EXPANSION 5' 5. .............5i....,.,.,......_v TO PEDESTRIAN TRAVEL(TYP.) JOINT(TYP,) -.,._..................................._._......." ......__._.......,__........_..._.........�-. SEE DETAIL"A"-y, 4" SHINE 2" SHINE fLNISH � ., � FINISH SIDEWALK \ \. / .._..-.. WIDTH VAR9ES '"�.„, 4 EXPANSION . . JOINT(TYP.) \ SEE DETAIL"A" PLANTER,STRIP(WHEN REQt) CONTRACTION/CONTROL ., \ JOINT(TYP.)SEE DETAIL CURB AND GUTTER--- ' l S5 FOR NEW SEWER CONSTRUCTION; ` (TYP.) SEEENDEOTAIL"A' STAMP FACE OF CURB WHERE SIDE \ SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4" DEPTH, 15' MAX, SHINE FINISH 2 NISH SHINE FINISH 3/8"x FULL DEPTH EXPANSION JOINT �.2" `--CONTRACTION/CONTROL MATERIAL, IT O.C. SEE NOTE 1 JOINT, T O.C. SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: —PEDESTRIAN TRAVEL DIRECTION- 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL 4" DRIVEWAY SHINE FINISH SIDEWALK * 4"CONCRETE PER WSDOT q STD, SPECIFICATION 8-14 2" CRUSHED SURFACING 4rMIN] 2e TOP COURSE �-3/8"x FULL DEPTH CURB GUTTER AND SIDEWALK CROSS SECTION Z6" CEMENT CONCRETE DRIVEWAY APRON AND EXPANSION JOINT GUTTER FOR RESIDENTIAL DRIVEWAYS. MATERIAL, SEE 8" REINFORCED CEMENT CONCRETE APRON AND NOTE I NOTES: GUTTER FOR COMMERCIAL DRIVEWAYS. 1, EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT DRIVEWAY CROSS SECTION 15'O,C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). S. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4" WIDE BY 25% SLAB DEPTH; 1" DEEP AND OTHER APPURTENANCES WITHIN THE SIDEWALK FOR 4"SLAB, 1.5" DEEP FOR 6" SLAB,2" DEEP FOR 8" SLAB, AT 5' SPACING. LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB&GUTTER AND SIDEWALK AT SIDEWALK. SUCH APPURTENANCES SHALL NOT BE P.C.&P.T. AT ALL CURB RETURNS AND ALL ANGLE POINTS. PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. FORM AND SUB-GRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FRE r AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE 5 EXPANSION JOINTS IN ALIGNED WALKS AN S p�T`" WA,"",fr ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CURBS SHALL BEWITH THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST, OTHER AND NOT OFFSET. ' - ' � � CITY OF KENT ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE - SHALL BE 1.5%. �' KIE 0 T EXPANSION AND 7. WHERE SIDEWALK CROSSES HYDRANT A ,P, 3829s ^Q CONTRACTION/CONTROL JOINTS LATERAL; CENTER 3' WIDE PANEL ofi ��'{tiJSI' � DE IGNED -- - .. ACCROSS LATERAL, USE EXPANSION "5'S _ 'ry�.NyG'� DRAWN.f ps �-,� SCALE NONE - STANDARD PUN ...mm„ TONAL '& APPROED 6-35M JOINT,SEE KENT STANDARD DETAIL 3-1, ENauEEa'"�""" ApPRoveD SIDEWALK PLANTER ,, ORTVE WAY WIDTH AS SPECIFIED / JJ�� STRIP OR ''` �^' A ON PLANS: 30' MAX, SIDEWALK-- fA N FIRE HYDRANTS, STREET LIGHTS, 6'MIN UTILITY POLES,GUY WIRES AND OTHER OBSTACLES MUST BE AWE; f, .. �., RELOCATED 5' MINIMUM FROM THE DESIGN VEHICLES TURNING RADIUS "THICK EXPANSION I I LIMITS FOR 8 �•�``-^• �/�`"� MR.)SEE NOTE 3 /" ••.ti REINFORCED DRIVEWAY SEE NOTE 2,..._...,................r, V-6"" *VARIES 1/2"TYP. 4""CLEAR TYPICA'A,:.- 1" FOR REVERSE " 8" M NOTES: SLOPE DRIVEWAY—i 6" 6 AX. _1 5% 92Im-w "'�� 1, CONCRETE WITHIN 8"THICK LIMITS ° e RUSHED SURFACING TOP COURSE SHALL BE PORTLAND CEMENT 8" C 4"MIN. DEPTH CONCRETE MIX WITH A 2- #4 BARS -2"' CLEAR FROM SUBGRADE COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING #4 BARS AT 12" EACH WAY; WIRE TIED AT EACH BRUSHED TRANSVERSELY WITH A FELT, 6 MIL PLASTIC OR INTERSECTING POINT; SUPPORTED BY 2" SQUARE FIBER OR WIRE BRUSH, "BROOM APPROVED EQUAL MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" FINISH". AND 3' MAXIMUM SPACING OF SUPPORTS BAR SHALL EXTEND BEYOND CONSTRUCTION JOINTS 2. ALL UTILITY APPURTENANCES WHICH AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS,. ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL CONSIDER DRIVEWAY LAYOUT AND *DIMENSIONS PER ROADWAY CLASSIFICATIONS BE AVOIDED. 3, EXPANSION JOINTS SHALL BE PLACED AT 15' MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 7, ACCESS COVERS,JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCIING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE } ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL S, C1V X'A,SLI�,+,7Y,,", THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, MEET AASHTO STANDARDS AND F,Y"v DETAILS 6 50 THRU 6 54. 1 CITY OF KENT ENGINEERING DEPARTMENT ....................._ 6, DESIGN SIDEWALK CROSS GRADE '`�' `'' + ,,� —y'* COMMERCIAL CEMENT CONCRETE SHALL BE 1.5% MAXIMUM ASKENT MEASURED WITH A CALIBRATED �3 `h, 38296 ,,r "'A=" "^'1" DRIVEWAY APPROACH SMART LEVEL. b C' ITT rt°;'E,° 'v _DESiwico_ cou """ - 4 NFEAWNsn cn-e NONE srnrv°nao FUN '6 NAIa N'' `- �_______. 'ic Inrvc, *^en rs,_._, 6-43M ENGINEER TRAFFIC DIRECTION So » 4"GAP VARIE.................. 300' MAX.}' ......... 2 TWO WAY LE TURN ._._. - �E LANE o 0 0 0 0 0 0 o n TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION LIB 20 8 WHITE LINE TYPE 2W RPM P ......�.�..m""""�, � E 2YY RPM m I 3 4 GAP 4 GAP ....,4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE ............................_ --- ------------.___.......... TRAFFIC DIRECTION TRAFFIC DIRECTION » 11' 30' � WHITE LINE fJ O YELLOW LIVE o1T O_TYPE 2W RPM L L TYPE 2Y RPM 4" TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE —-----_--------"�.I � 8 ol OTYPE 2W RPM ---4" WHITE LINE —4' GAP 8"WHITE LINE EDGE LINE DOTTED WIDE LINE ....................... TRAFFIC DIRECTION 3' 9' 21'(TYP.) ""_18"YELLOW BARRIER LINE XXHXX 1 7YPE WHITE LINE18"-TYPE 2Y RPM'S EQUALLY SPACED2W RPM TRAFFIC DIRECTION DROP LANE LINE �r, �h" F fYF,'-} BARRIER LINE : n CITY KENT 1, RAISED V. RAISED PAVEMENT MARKERS(RPM`S) "� G� � ENGINEERINGNG-DEPARTMENT SHALL RE INSTALLED PER WSDOT IL', STANDARD SPECIFICATIONS9-09, `+.mrP' ICNT TYPICAL LANE MARKINGS 9-02.1(8),9-26.2 AND 9-21 �p 0 38296 SCALE'd7', �C 751S: ^'"q'ti CYE irouen rs SFLNDAR FUN ONA.I. Y' CHECKED $ . .. oAl axlairrraa ..,. Gff ENGI VEER 6-74M } Q o w ---- 24"WHITE - EQUALLY z � CROSSWALK BAR SPACED C4' z (TYP) 5 4 o o � 0 cI I o 1 G 6 _.. k l ! I V I 4'(TYP) V 1,_. I I ._ . ..1 . . �J ._.� 1 ...I... .. s I 12"-24"WHITE STOP LINE ~ TIRE TRACKS(TYP.) WIDTH AS SPECIFIED IN THE CONTRACT TYPICAL 4 LANE ROADWAY CONFIGURATION IS SHOWN `GENERAL NOTES: 1, FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER CROSSWALK BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE CROSSWALK BARS 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-34. 4. GLASS BEADS (PER WSDOT STANDARD SPECS, SECTION 9-34) SHALL BE ADDED TO ALL PLASTIC CROSSWALKS AND STOP BARS, NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �+ F AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE REy ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT d5 Y!A St` � f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT r ENGINEERING DEPARTMENT .d �O T PLASTIC CROSSWALK MARKINGS 38296 Dc RIrvED Dena ... „___........ awmwrv� [ie .;r.AII NuivE srnrvonre- PWJ lDNAL I CHECKED -- DATE _ M C-75 / APPROVED —WEE U NOTE: 1, LETTER LAYOUT SHALL BE PER WSDOT STANDARD PLAN M-80.20-00 ........ .... .......... 3, 0,----..I 0 0 N 0'-6" � o N N TYPE 2SR(RIGHT) TYPE 3SR(RIGHT) IS MIRROR IMAGE IS MIRROR IMAGE OF TYPE 2SL OF TYPE 3SL TYPE 1S TYPE 2SL(LEFT) TYPE 3SL(LEFT) NOTES: 1. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION LENGTH VARIABLE 12"-24"AS SPECIFIED 9-34. IN THE CONTRACT 2. GLASS BEADS(PER WSDOT STANDARD SPECS, SECTION 9-34) SHALL BE I ADDED TO ALL PLASTIC MATERIAL, NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ®® AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE STOP BAR DETAIL 0044 �,^y�* ITfI ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ,�rl}c 1YA,Szj2 �?�„. THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST, CITY KENT ENGINEERINGNG DEPARTMENT `�✓ KENT PLASTIC ARROWS, wA „o„„ STOP BARS & ONLY LEGEND " r .e ___._... D "ED DIM _S..F..N..._._D_AP D PwNOIST1 MI scoEE Nav€zoisONnU DSF os/i0/A 6-76M IPPROVED D"�Iuieer ATTACH SIGNS 30"AND UNDER WITH 2 DRIVE RIVETS, SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS, SEE NOTE 6 SEE NOTES 9 AND 10 SS 0.030 BAND-IT BRACKET OR APPROVED EQUAL p SIGN POST SQUARE 2"x 2", a 14 GAGE.ALL HOLES a PRE-PUNCHED a r 0 a 13' CORNER BOLT, a SEE NOTE 6 0 FINISHED GRADE o 5/16"X 1"SS p ( BOLTS WITH p SS WASHERS 0 0 ---SET FOUNDATION ON 0 UNDISTURBED NATIVE SOIL 0 OR COMPACTED MATERIAL 0 SETANCHOR PLUMB AND T \ 0 TRUE, SEE NOTE 3 `r3 0 0 CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT 01 POURED IN PLACE AROUND STANDARD OR SIGNAL POLE 0 ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING 6" a THE ANCHOR MIN. NOTES: 1, METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE, OR 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE T1_070M.]AMNUTS TL062 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER HOLE PRIOR TO EXCAVATION, 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE USED; ONLY IF APPROVED BY THE CITY OF KENT.ANCHOR MAINTAINED BY THE PROPERTY OWNERS. SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED 9. ALUMINUM SIGN BLANK THICKNESS; GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B, 7 WARNING AND REGULATORY 30"AND UNDER- 0.080". GAUGE, 2 1/2"x 2 1/2"TELESPAR ANCHOR OR APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10, SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM 1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 SCHOOL SIGNS- 3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE LEGENDS, SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16" DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT Fy O� NA5 � THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, hQ CITY OF KENT ENGINEERING DEPARTMENT SIGN POST INSTALLATION 38296 ^ T TYPE A Dr icw o COK S"'S"IONAL G^ CIAAWra_-ctrM _:-scA�E r+oNE sTANonao auN CHECKED ......_— DATE O60L2015 6-82aM PPPROVED t++Intl C7 COMPONENT SCHEDULE I METERBASE: 100 AMP ILLUSTRATED. PROVIDE 150 AMP WHEN AND IF DESIGN LOAD REQUIRES, 4 JAW SAFETY SOCKET,AW#114TB, WITH STH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY). 2 PANELBOARD: 120/240 VAC, 100 AMP(150 AMP IF NEEDED), 1 PHASE, 3 WIRE, COPPER BUS, 12 CKT 100 AMP MAIN BREAKER, WESTINGHOUSE BAB2100, 2 POLE WESTINGHOUSE BAB BOLT-ON BRANCH BREAKERS: 4-20/2 ILLUMINATION BRANCH; 1-40/1 SIGNAL BRANCH; 1-20/1 GROUND FAULT RECEPTACLE&CONTROL BRANCH. 3 CONTACTOR: LIGHTING RATED,30 AMP,4 POLE, 120 VAC COIL, (AS REQUIRED). ,;—SEE NOTE 4 4 PHOTO ELECTRIC CELL: 1800VA, 120 VAC,ALR#SST-IES (PER WSDOT SPEC),. _-....... 5 PHOTO-CELL BYPASS SWITCH, SPDT, 15 AMP,277 VAC. 6 GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A CABINET: NEMA 3R, PADMOUNT, 1/8"ALUMINUM CONSTRUCTION, 2 CL -07 SCREENED AND GASKETED VENTS m DOORS: HEAVY DUTY CONCEALED HINGES(LIFT-OFF TYPE) SEE NOTE 1- STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST BLUE CONSTRUCTION LOCK ON DISTRIBUTION DOOR POLISHED WIRE GLASS WINDOW IN METER DOOR SEE NOTE 2...... CLOSED CELL NEOPRENE GASKET,CARD HOLDER I FINISH: POLYESTER POWDER COAT, NONE OUTSIDE,WHITE INSIDE ®e tl z 120/240 VAC SEE NOTE 5- - 10 3W L°'J SEE NOTE 31 .q - SEE NOTE 6 METER PHOTO BASE ELECTRIC 6 a ... 2 MP0,17�x- GELL 1__ _ B 17 MAIN ...... 2+7 .-- .. 16` CONTROL r � - SIGNAL N SERVICE CABINET P- 7 TEST SKYLINE CABINET SERIES 47700-KM-100 OR APPROVED EQUAL BY TESCOR. LTG SWITCH �-+— GROUND Q FAULT METERING SECTION CLEARANCES&EQUIPMENT PER PSE AND EUSERC RECEPTACLE UL LISTED PER STANDARD#508 R6S SERVICE ENTRANCE EQUIPMENT „ q / CABINET-......._.,� ..h __.' I� R E A pp FRONT / FINISHED ` SIDE _ SURFACE----- ONE-LINE DIAGRAM �� ' `-- --CLASS 3000 CONDUITS TO BE CONCRETE BASE INSTALLED WITHIN THE CONCRETE PEDESTAL TO ?,�° (20"°_....,,.,I SERVE THE CABINETS(TYP)-- CONCRETE BASE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT "�'�S� RE)' AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ��� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT..A COPY MAY BE OBTAINED UPON REQUEST, CITY OF KENT ENGINEERING DEPARTMENT �T , SERVICE CABINET, CONCRETE ezUb 2 ^`'„TT BASE AND ONE LINE DIAGRAM COK "�a1VAL DRNWH DESIGNED 7777 .._.ccln co TESCALE JaNUaDNGNEEr& - ,_........ STANDARD APPROVED STOP BAR WEARING COURSE(TYPICAL FOR SECTIONS A, B&C)_ CENTER OF LANE { 17, A v LOOP SERIES A t #14 TWISTED PAIR WIRE TYPE NUMBER A ------ - - IMSA 51-3, 3 TWISTS PER FOOT �i TO CONTROLLER '.. TO ADDITIONAL LOOPS B 0.25'' MINIMUM WIDTH SAWCUT WHERE APPLICABLE-- .. B ......-2O(S)LEAD-IN SECTION A-A YAS CABLE IMSA 50-2 AAFBLOOP SPLICE LOOP SERIES (TYPICAL) NUMBER --B A A a DE DE s 0 V _ W CONDUIT STUBOUT, o *BS L SEE STANDARD PLAN 6-99 --- O 0.50"MINIMUM WIDTH SAWCUT ]UNCTION BOX SECTION B-B 0 w S=START F=FINISH *=LOOP NUMBER STOP BAR LOOP WINDING DETAIL M 4p1t 0.50" MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS SECTION C-C WHERE APPLICABLE ]UNCTION BOx (ASSUMING TWO LANES OF LOOPS) C-01 *F CENTER OF LANE-- SCOTCH 06SEA ELECTRICAL B C *S MOISTURE SEALANT TAPE �'^ —2C(T LEAD-IN S B CABLE IMSA 50-2 p r0 A ,�✓/ CONTROLLER A S=START SIDE VIEW END VIEW #14 TWISTED PAIR WIRE TYPE F=FINISH *=LOOP NUMBER NOTE: CUT IMSA 51-3, 3 TWISTS PER FOOT SOLDERLESS, CRIMPED, DRAIN WIRE NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT l� AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE NOTES: E�FR ! ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1. SEE KENT STANDARD PLAN 6-99 FOR S✓r�,C7 WA.Sf� �,. THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. INDUCTIONCONDUIT LOOP I DETAISTALL AND �.., c'Z CITY NG KENT INDUCTION LOOP INSTALLATION w.fja �' f„ ENGINEERING DEPARTMENT NOTES. INDUCTION LOOP • 2. SEE KENT STANDARD PLAN 6-100 FOR KENT DETAILS .q ,�'. INDUCTION LOOP PLACEMENT DETAIL. 38296 To. Qrt+ -I STL"y'W ozsimaeD cu�c i1 Gs'N nranw»a.___..._3ns - _-..., SCALc NONE STANDARD Puny y -_______ .._::. - ---_. `SIC)dW'AL THECKED,-.---]q DATE 6-98M APPROVED `" ""R CC p LL Z w 0 q ti O w w O O z " G , w d. F O � w O ~ ~ C29 w W O Z C pm ¢ O H z ? FOFOF `3z0 q w a G "� > d ODtjw w a z 2zj d � G W LL ? 2 ppw mUZ W J NO U z Sri z > HSG O Qs OQ .. 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X z u a m U w rn o ¢ WONj Wf1WINIW .10 -�Z o f a ^' o a ¢ a o p ~ LLm �'• o our: o J W O C] O Ll OD w z J y 0 LL z K m W x0 ,T „9 ~ O J u O L O m 0 a 2 w w H p N V F Y p m 2 AA w W > > O O U O Oz 0 w w uvi FU0 c[ 4 i < El m w z � Vai p z m 0 g z m 60 Z 0 y cG p O m 2 G�p ................... O Z U .Z. W E W pw p Q a Z J)II O w 0 W F K_ V 4 W In w O K m 0 H to z O 0 ¢ LL W Q W C G V w d LLO O U d J 0 Z m C a Z C W to .Z. S p W L G N W a 0 J W } J d W J Z © ¢ im� > z oN � oz o0 o u � m i � Q d SO a' a d 2t^ a W = ~ ugiO S a o p S C o V 1 J O O Z Z � O rW= ^ Y f p Z W 6 F OJ d y u E ¢ m d m J w ¢ J .. Q 4. u 16 � �a, W m �0 0 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT S ,�, F5`,j• l7Y,: THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT r' INDUCTION LOOP "6� 38296 INSTALLATION NOTES ��` "x ox '^."4r Sk.�✓l 'Ghr mE5iGNCG CUK ,..,... __ srn DRAWN, 5.pe SCALE NONE STANDARD FIaN MA[, ^ CHECKED JI3 DATE n� nPPROVED 6M cxmxecx 7 LOOP PLACEMENT POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT, 104 FT. (NONE) 144 FT, 30 MPH 4 FT, 104 FT„ (NONE) 164 FT, 35 MPH 4 FF. 104 FT, 209 FT, 274 FF. 40 MPH 4 FF.. 104 FT, 239 FT, 309 FT. 45 MPH 4 FT, 104 FT, 274 FT, 354 FT, 50 MPH 4 FT. 104 FT. 304 FT., 394 FF, SD6 SOS NOTES: 223 213 N1 N2 O O O O 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP, O O 5PC 512 2, LOOP DISTANCES MAY BE ADJUSTED t2 FEET TO O AVOID METAL CASTINGS. B 221 211 511 A0 O O 3 THE DISTANCE BETWEEN "A" LOOPS AND "B' O O O LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. W20 SR WR 0 0421 0422 0423 SDS W10 00411 0412 0 413 3PC O 31100 Q Q 711 0 CPC SD3O 8120 8110 0 1 LA LB B OEI 823 O 822 0 821 ER NR O E2 SD4o ❑ B a..... O O O- A O O O- __B 111 611 621 O 112 IRC O O 612 622 O O O O S2 . Sl . 613 . 623 SDI SD2 LOOP IDENTIFICATION SCHEMATIC TYPICAL NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT T' AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE I'RE! ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1L(yF W,ry45 ,. THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT .._.. .... ......... '+wlri KETOT INDUCTION LOOP PLACEMENT 38296 0 xSCALE STANDARD PLAN DRAVN SF 1&3MA1, 'C'r CHECKED ",ds PPROVEO WSDOT STANDARD (PLANS The following WSDOT 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 B-30.70-04 Circular Frame (Ring) and Cover STREET F-10.12-03 Cement Concrete Curbs F-10.62-02 Precast Sloped Mountable Curb (2 sheets) F-45.10-02 Detectable Warning Surface ILLUMINATION, SIGNALS. AND ITS J-20.15-03 Accessible Breakaway Pedestrian Pushbutton (PPB) Post J-40.10-04 Locking Lid Standard Duty Junction Box Type 1 & 2 (2 sheets) J-40.30-04 Locking Lid Standard Duty Junction Box Type 8 (2 sheets) ROADWAY DELINEATION M-20.20-02 Profiled and Embossed Plastic Lines M-80.30-00 Traffic Letters And Numbers (Low Speed Roadway) 2018 Curb Ramp Upgrade/Almaroof A - 2 August 22, 2018 Project Number: 18-3011.12 t EIm E ng IL ,a MAI w I z -J 7 E 8 4 S?t P� i 2 'a 9 oE « fl 1, 00 W ZM oN ap� > fm 0 IN 2 162 �i Z -i 6 16 ru IN ry I Z Z z �ff A OZ INN lo Z r 0 OU x T z 0 SU I' > 0 At VA C-C 16UM"C W2 w a: ul 0 a tl ZZ z 83 0< L, M ir MT WE w f. :E t) z z 13 �d III 0 u < w Q < UW N _._....___....... 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INIANGN iv ALL 9YA I MAY ,,...... .. . H.. s,o r. n�E.� ALLOWS. v� N REFER TO SIGN SPACING CHART weo) YAIpLE III CnaNNE91ZATION DEVICE tl4AGING tr IIFAN IawuI 1 J 4 III IVILIIPT E,dU]P �t P 6I NNAFLr 1r:'IT w'D'rm AGO A .I„ n N1FLL 36 N za.. "E�wy_c �✓wzD-I ���� CLP066WALxY WILE 73 cLHseD S 259 PLOrr- ._- _""` REITH RD ' /I/lNltf�fJ Cpt TIJP dd x La SIGN TYP. AN 66 Re LEGEND 1 30 x30 �� ..., I c scX I .. .. ..`yE.11ll ��� ,.N u � \ .�'� ■ x`` R1 WORK AREA AA 28"REFL.CONE 114 'AaU-;rn: yAJ4 m al m w Dui 36"DELINEATOR POST ✓ WAY yR, IA( HIM 5M], Lxi sy ,r' 'r x Mfg^ III NA IFKCI1�0 — EXISTING TRAFFIC FLOW IT '!y � q //""S' O{ SIGN LOCATION <- R W11}.TR PROTECTIVElWORK VEHICLE �o M TyplCal Lan............losure wISHIFT 36"DELINEATOR POST — D SB Military Rd S closed south of 5 259th PI. 0 Left turn lane closed on INS Military Rd S in advance of S 259th PI. FAA 0 SB traffic will shift into opposing NB turn lane to bypass work area. 0 UPO Otall confml NII traffic Enovernent wII iInberseckilon. 0 Crosswalk closed within work area. 0 Crosswalk closure shall remain in place during non-working hours. cJ MIP1'ROfl�rmletc Iarltsnnt irI wrrrulk almrvrh Mo ly LIGb C„ouoty RB>- , 4VM,""93C;N et tAGlF tlllntilmislp irtlL SEE CEiNE'RAL NOTE I#3: D A Ev' ` D 1 0 REASON: 2618 Curb Ramp Upgrade Project. SUPERVISOR ,yyF1Yv^"0 �"LF NA xI�A one AN GENERAL NOTES: �"'w',;,;MyWygdluNJP V'Ifr'TI..1 Fxe Dare r111121 --. �' EN 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MNTLD AND CITY OF TENT SPECS. 2. NOT'FYALLLOCALEMERGENCY SERVICES OF CLOSURE TIMES CYNNJJ10N 15.it of6(@nt AND DATES(OPTIONAL), _._.. ..In _ i P e IPrTHE IUN lIPEIIT0 G f flD 9 ItU IF IIIJFJW I TT,Nt F OF AD OD YJANIIANUN1 AO'U M I rru<Iry r11nLRr nnslNL ,w v11,1,11TJ 116J Miko Almaroof 2010 CURB RAMP UPGRADE 4,SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY IvvldrievTmOLnn;duinY............._..._m.....,m_.._......nu41v11fCi tfNFn19N CONDITIONS. w td{27 N,Dnl VIA 5 PROTECTIVE VEHICLE RECOMMENDER-MAY BE A WORK VEHICLE ixrkrWIte18N q4, 6.ALL SIGNS MIN.46"%4A"UNLESS OTHERWISE SPECIFIED. Td. p8 T. C HANNELIZATION DEVICES ARE 36"DELINEATOR POSTS 826"REEL, I CONEB(soo TABLE(1)lo,spacing tlls[enc¢s)_ IITO.EO14T I Nrn"' B,ALL SPACING MAY BE ADJUSTED TOACCOMMODATE AT-GRADE U.. INTERSECTIONS ANNOR DRIVEWAYS IMAM. ' Cdl rl sPg!traf8 iceGo trot la n.ne I J h u u a U Y d tt b m QM' L M9�. q4 3 F. yo Et ry ts v 9 i6 d 'S Mo v m'e ;gip avY¢z .1C a eta;R'�^�� # �3 A C N m uj nX ti �Q x M15 N I.1 o � t h} 5 ' N Y N.�....Y'Wv V J•I IAA 1 N d nq:N 'a':"; CG D 0 O u 0 i w " ooia.s Q ww,�.c Y �Nr,M nz SAVES V5 d Kjw '°d ,CS 8 �04� LVa m E S?>_ > S a w O pp Y d O a N .. o F6 N ❑ o V U s z Oz d a O w YK U 7 Y O s W Z ~ d w zz o S a LL O �. rc wwz o Oh m2 'IIY P°, V O fwW w > h5 Igo � 1 " � z yam o m AIY.$� 5 � W NO>mw OwN a�w y Sd�_ O ea a LL oh z: PRO- wit4S. dm � -am RO U G Z .1. �IIIAIII; � 0 NN3 '`• Ow6 Or 1 a- O LL•. '.. to w O w N Z w Q O Q R'w o Q O U Z_ O O O r a o ._—._. 1 w Y w J O - O 6 {M yAte,� J ------------ ED d I z o z �^t o g muux v� ici� m o a vn 4 � moo z LL Q N N Q D O F Z W 2 = E.... 9 OT�iO t: El S HIS Jd'a O � „�"' nor 9 tines 6 o A \ m vi2f .—__<X N u _ w u d w - w 3w- 3 y ° o a Two i o �MbY�7� ,. o frcLL o �� ¢w lit 3. N V V Vuia Ow W £Qww w�> U,nw w wG z iVw 2y IY ua>w � .. i O N6ia w UU 0 R O�aq w aria noe�e�Qi e G LL � 4 Op q tl u Eli Mi LyS v � J aAr L �.✓ 3 � = O J i0 a3u u � U N M1"y N L 2'vy W Z O < w O W Z C7 U C7 O 3 a w q a 25 AVE S .,oz= � rcyiw w r G q 'X rs 'o mowo o , a s p n ° p F � O OLLN w F w v y� v r K' '�y a u°gym =U U p V V� � _ ✓F a u N i urc � �° w Q o, R' N Otn U06f >ZO Hfi i _ ° ¢ i>zw U' �N H2O ax _ w w 3 _ ¢ m ame f SIGN SPADING X TRAFFIC CONTROL PLAN M«r KENT, WA R ,a,M 1 ' A ^l: �PID4I0ne-Lan_e 7Wo-v'taw QPerAtlon N IkM1 f1ARVJN h 1 0 t O WB W Titus St closed west of Sth Ave S. VJ E o r �IBIR), O FLAGGERS shall alternate traffic,as needed. 'A�V,!✓` 1IA H�"F 0 Crosswalk closed within work area. ' r, 11111 llIo FIT 0MI°U01 owite qrA affil.psnd Ilsyr BAIIico S No 1 noxoaoxs -- -- -- -- NOT TO SCALE TABLE(1) C, REASON: 2019 Curb Ramp Upgrade Project. CHANNELIZATION DEVICE SPACING fFEETI MPH TAPER gTANGENT SUl6F 1U TO 211 m rn � G5 13P iiG Q µµ \ rn VII IMj iTl)IB L I 0II(VTGI LCI' DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC N'ED w3 4 TO USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. m WAG 296-155-305 SECTION 9(C) _..- w I woo-» as .zm eosswALn ONLY 2 PARKING � OLOsE D..,� 2A"REFL.CANE STALLS CLOSED ` RD'yxc FORSTA FLAGGING / "" IN TITUS ST ~ ,-,. `��Illllllgl ION \ D as 2a' .,., ONLY 2 PARKING ,lnxunnrten� ONLY 2 PARKING sRq�SWAIs STALLS CLOSED wnu 1 STALLS CLOSED aLrPo FOR FLAGGING MN �"nn 'sw o-1 \plrnnl°w';',fd-rt `,Ty W20 21, FOR FLAGGING Rsaxc STATION ` STATION ADVANCE WARNING SIGNS THIS PLAN MAY BE MIRRORED ON SPACED 9(X)OR AS SPACE SOUTH SIDE OF W TITUS AVE USING ALLOWS. SAME SIGNS AND SPACING REFER TO SIGN SPACING CHART �� YES NO INITIAL 71 ---' s,Ir + LEGEND, E7.vw:n WORK AREA IViLiI2C 5lr11W -il — "^ WE 4 UNArrirc VV:ik 11 A.I'll, 28"REFL.CONE �-I SIGN LOCATION �AI nNI,+ ! W211-1 NIlJ PROTECTIVEIWORK VEHICLE EXISTING TRAFFIC FLOW NO PARK BARRICADE FLAGGING STATION SUPERVISOR 1111 '���r swWllNllrmmlplpp„xxxbbbuuu. NA n ,BG,N'o �rv,p^' y —EN��'°_T EXP GATE 1,JI]0}0 uVlpdAmtlWtl10�' IIA�; M ifi ygY Ins G oi, GENERAL NOTES: W '+:Mml r,ALLSIGNSAND SPACING SHALL CONFORM TO THE MHTCG AND CDEtl11tACTgW.m .~� �mm � CITY OF(CENT SPECS. City of Kent ] NOTIFY ALL LOCAL EMERGENCY SERVICES OF CLOSDRETIMES ."ATU19HR 1.11,. -AND DATES iOPTIONALI. Mike Ahnaroof 2018 CURB RAMP UPGRADE 9 SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY AS..FItiM @tt Ip41Iu4i IRYDAN,DI.ARMA1 CONDITIONS Kesll WA L,PROTECTIVE VEHICLE RECOMMENDED-MAY BEA WORM VEHICLE 1I1.1 NIIMPoNHIImeI SIIl1A NIIMpEIt IMoCB 5 ALLSIGNSMI S,US X46-UNLESS OTHERWISE SPECIFIED, 1.1 712 1D E CHANNELIZARON DEVICES ARE 2B"REFL.CONES Inca TABLE Nr for O1111ARtlONV 1016Y s PYNB,tlls[ancesr. ], 1419 ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE ARDORINTERSECTIONS ARDOR DRIVEWAYS. r.AUlf. f 6hruR,tlraficcontrel Ian.neC" -- SIGN SPACING =X --- - TRAFFIC CONTROL PLAN MV "r'.'o s,, KENT, WA ,; - Ty0mgl Ode-L e ko�! y 0APErmion N T 1 UD,PLA TAiSBi ASNTN r 0 SB Sth Ave S closed south of W Titus St. ewlw I 2.1."T"f a --I-,I 0 FLAGGERS shall alternate traffic,as needed. W E 11 I Eon>� .E 0 Crosswalk closed within work area. NUMNSAT ABDUL INTERIBECTIOND AND NPINAL 1Y o FT 0 IVUI I IKI ru Lb,Nolt nUTIOud by clm num S NOT TO SCALE TABLE(1) 0 REASON. 2018 C€aria Ramp Upgrade Protect. GHANNELI7ATIUN bEIII SPACING (FEET) MPH TAPER 7ANGENT- 50/fi5 10 TO 2U 9D T stAs In rn ED Bn> 1G TIN 11 IN N20-1Z W HRO! Op p yy _ 111 J L1NAfFfl„ U1 r .W L F k wT f tl DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. ."-... WAC 296-155-305 SECTION 9(C) +� �`Neu1Xlry — U p � m tMl„' u N W TITUS ST IJIpD1 - _T'7777_'(��.A , 2B"REFL.CONE ` IIIIOIIJII ' Maj LLL .. Ai // )yp 36 x 25" ADVANCE NING IGNS SPACED XROR ASSSPACE °" 6u W2a1 /W:I-n VWRn.t;rt cRa aswoLn A IN �^ �>G'O " cxosewnLx O �YmAle e WIYNIL.ILFLFcLweo 1 ALLOWS F f a r' Hv Gxc y, Rg Hxc REFER TO SIGN SPACING CHART '•ONLY 2 PARKING STALLS CLOSED THIS PLAN MAY BE MIRRORED ON — FOR FLAGGING EAST SIDE OF 5TH AVE S USING STATION SAME SIGNS AND SPACING — � YES NO INITIAL LEGEND � 'fwaarrf. aaM ~n� WORKAREA204 µ 28"REFL.CONE \ nnu 14 SIGN LOCATION 4VIWitffAR;CTECV °'°' 8.':2".:::I PROTECTIVEIWORK VEHICLE r^�rrDAYi\ n oiRir } ......__ EXISTING TRAFFIC FLOW ,1 W20-1 L NO PARK BARRICADE FLAGGING STATION 11 ANACHING TOM STATE TRUGIII pD SUPERVISOR AI'Aa %Ky, ics AR a "I'll ���� CYp MiY NdIItlM "w ImeaunmoAWaeN vl.�uplRsr 4^sr- GENERAL NOTES: w H Y w 01 D. Ag�oaNusmm�n0tlnatmannammr 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND C¢MspAClSitli Clc mOf Kent-------"m CITY OF KENT SPECS, 2 SUN FY ALL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES B.'sNU IRR, IOU M,.p A No DATES(OPTIONAL), Mike Aimaroof 2018 CURB RAMP UPGRADE 3-SIGN S PACING MAY BE RED UCE D IN U DEAN AREAS TO FIT ROADWAY I'UCINIINGR11hNLUY12nY P'ft'4lJ[6rt IFJ CONDITIONS. " R5G•562 � Kent Ay`A J.ALL IGNSM VEXICLE R ECOM MENDED-MAYBEAWORNEHICLE ".II. n.1YIRU I Ann,IposenI Wne 5 ALL SIGNS MI N.JB"X0B"UNLESS OTHERWISE SPECIFIED. i3 12 fi CHAHNELRATION DEVICES ARE 3B"FEEL..CONES Imo TABLE(1)for VIIPVARKty BY mfVwea - spacing Distances). T,ALL SPACING MAY DE ADJUSTED TO ACCOMMODATE AT-GRADE 1 tS.G@$e 25,T,^ B^1a�iD INTERSECTIONS ANOIOR DRIVEWAYS EA1 14 Arls6trafficcanlrol lan.net """"' """"' SIGN SPACING . "" ""'I TRAFFIC CONTROL PLAN VNA II,I�.m I IN. KENTI WA AFANON-I _ a a II NO 1 bE,U;Pnw.o.m - N N uM1R' 9 Y MI0 , LW :a Typical Shoulder Clostlr'eli Speed w ("ALL.bTABLE "°DINT-°w,AD NETTLED IN NFLAN„REA.:I„TIT 0 Shoulder on east side of 132nd Ave SE closed S E DxT __-- north of SE 274th St. NOT TO SCALE MINIMUM LANE CLOSURE TAPER LENGTH =L peey 0 SPOTTER will assist with escorting pedestrians LANEP 1 o sP a 1„ul] through work area as needed VALIIII I D IVETCRO Inot altewdP.Nd top I oNuiw. of , L 0 REAS6:W 2010 Curb Rine Upgrade Project a�tut CMANNEILITION DEVICE SPACING DEAL BEIR IS A11JA X bi 10 AN �) I Ir• E? NA I � ( I f I ED PII:IP'a OP G1"� LuNMtEtriIII I 20"FEFL,CONE a - I I �f[SPOTTER APT.DRIVEWAY SE 274 ST I (MAINTAINED) 1 Ie �- 1 � lu t v Ri\ X 'r A,A. ".�' mm� wzal I wet-s p `\ ADVANCE WARNING SIGNS V < Wo Iu y.y -SPACED DI (()OR AS SPACE 3A .., .. I x u �lar�' ALLOWS. +� `-' W201 REFER TO SIGN SPACING CHART I C LEGEND WORK AREA C PP N,ryP I» 28"REEL. CONE I RII-I SIGN LOCATION PC-1 PROTECTIVENVORK VEHICLE ( � EXISTING TRAFFIC FLOW Wd NING ION SiA]E iR4FFIC CONTROL m SOPERVISOR IANE,ywNl'+ tl�I '^hl7�yy rnl'"�" ,AD"NnDu FIN NOTTE E', e�aa GENERAL NOTES: N"N"HRame�umNP°'' l� • L" 1 L' 1..ALL SIGNS AND SPACING SHALL CONFORM TO THE MOLLY AND C FLY OF NENT SPECS, 0WITA-cimR City of Kent 2, N OTIFY ALL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES SllMC.iry19oll IT. AAI AND DATES(OPTIONAL)' Mike Almarool 20t8 CUR®,RAMP'UPGRADE ] SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY p N1 plf rynNmul INRIITAINNINS Douolnorvs, Y6CnC WA d,PROTECTIVE VEHICLE RECOMMENDED MAYBE A WORK VEHICLE, M 6.ALL 31 GUS M I N.48r X48 UNLESS OTHERWISE SPECIFIED, PATCH£VD.LNW"I SAY I NbMWI%tl 118 6 CDENAT LIBATION DEVICES ARE 2B"FEEL.CONES(see TABLE tIN, j(t Ty2 t'S s ALL iPACINGMAY. Ri!PA YI ,V P . T,pLL SPACING MAY DE ADJUSTED TO ACCOMMODATE AT�GRADE ' INTERSECTI OUR ANDIOR DRIVEWAYS d;lud chrlVi4trofNccen rot lan.neI SIGN iiiAiic A K' TRAFFIC CONTROL PLAN e " A nr;oska4.e o KENT, WA 1 TALL AIF M1M L H ssliLl€ r et Typic—allef.Turn LaPe Closure W E M4 A o Left turn lane closed on SR 132nd Ave SE AND 3— m m.A rv� Fn N JERAN ARE.TO FIF in advance of SE 274th St. S - - --- — O Left turns allowed From left"through"lane. NOT TO SCALE MINNI INPER L . _ENG, T H ..In(I 11 . eeV t..,....._._. (1 P'RC7 u'QUO IWA 3"ovle4 ICR rlwsliovoa. 1 " ANE CLOBVR 11 E TA PER - r v a KP B( pMr U 12EASi 2018 Curb Ramp Upgrade Project. DoiDIU I � A CNnNNEl4AT(dN 51 LEGEND "vmgnarwcr (r ap�'N M WORK AREA E ( In m I N rk 28"REFL.CONE iw<a�y�2 �-I SIGN LOCATION , NflrA4f ADVANCE WARNING SIGNS .y" WZU 1 PROTECTIVE/WORK VEHICLE SPACED @(%)OR AS SPACE- ALLOWS. / `` I EXISTING TRAFFIC FLOW REFER TO SIGN SPACING CHARY `ic,m°1+, RD'/ D m ,„. 26"REFLCONE L=225 TY ai oL—— so- a III, M11:Tllt6, 1Ct11* As I .awl o w 4fX, I ,n xn 9 R v 1e 24 «, e 11 Rk 7 MOUNTED Tr IReo 'e, I Jai �✓'L APT.DRIVEWAY SE 274 ST "' (MAINTAINED) 1 I 3 I � I I I «1 Munred`�,, ( wnm Ne b 'y nurna+,✓ ",�✓ wz01 A. ff YR /ANNj Wz0-1 EE � z SUPERVISOR U womo(uR 4 �. 04 A,LITE 11111cl, GENERAL NOTES: "NM°tllmaE'r'I KENT +� �T>a,"c ', w 5—NOTDN m 1,ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND 4fINPRd2fUtld CITY OF KENT SPECS City of Kent 2 NOT(F Y ALL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES "p,AVl5Pfe (SAT. " AND DATES(OPTIONAL) Mike Alegi201a CURB.RAMP UPGRADEd, SIG NSPACI N O MAY BE REDUCED IN URBAN AREAS TO PIT ROADWAY apple,III(WINNIA 4'I4tld1'tiV YARAIDII CONDIT10 ME 6 PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE. ^..g,, 2eZ... ...___...._ ..........................Nent WL S ALL SIGNS MIN AT X413 UNLESS OTHERWISE SPECIFIED" NNMAIWL'....eP.R'I�+TI 611EFT...FLY .11 6 CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1)for 15 f spacing distances), pNXPnlU641 UYUK 7,ALL SPACING MAYBE ADJUSTED TOACCOMMODATE AT GRADE INTERSECTIONS Ni DRIVEWAYS, t MPiOL Chris0trafficcantral Ian.net PREVA► I L 1 NG WAGE (RATES 2018 Curb Ramp Upgrade/Almaroof A - 4 August 22, 2018 Project Number: 18-3011.12 Page 1 of 18 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: 09/11/2018 County Trade Job Classification Wage Holiday Overtime Note .r _...._ g Asbestos Abaternent Workers Journey Level $46.57 5D Kin As 1 H ,,..,.....,-......._............._...�. King Boilermakers Journey Level $66.54 5N 1C King Bricic MaSwprr Journey Level $57.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $57.32 5A 1M King ESuilrfin'tt Scevat:e Ifmra@ovees Janitor $24.63 5S 2F King BVkhr)a Srouir.e_Empjoyees Traveling Waxer/Shampooer $25.081 55 2F King B jij r Service Employees Window Ceaner (Non- $28.13 5S 2F Scaffold) King Building Service Emplovees Window Cleaner (Scaffold) $29.03, 5S 2F King Cabane^t Makers (lee Shop) Journey Level $22.74 1 King Cai(rorrttr<. Acoustical Worker $60.041 5D 4C King Car eitrs Bridge, Dock And Wharf $60.04 5D 4C Carpenters King CtarpX Liters Carpenter $60.04 5D 4C King Car)acnteis Carpenters on Stationary Tools $60.17 5D 4C King (.Arnerarl�;rs, Creosoted Material $60.14 5D 4C King Carpenters Floor Finisher $60.04 5D 4C King f-,a Epenters Floor Layer $60.04 5D 4C King Carpenters Scaffold Erector $60.04 5D 4C King Cernent Maisons Journey Level $60.07 7A 1M King Divers ft Tendcrs Bell/Vehicle or Submersible $113.60 5D 4C Operator (Not Under Pressure) King Divers a. Tenders Dive Supervisor/Master $76.33 5D 4C King Divers ft Tenders Diver $113.60 SD 4C 8V King Divers Et Tenders Diver On Standby $71.33 5D 4C King Divers $_Tendcrs Diver Tender $64.71 5D 4C King Divers t fenders Manifold Operator $64.71 5D 4C King Divers Ft I enders Manifold Operator Mixed Gas $69.71 5D 4C King Diverj am Ire nder s Remote Operated Vehicle $64.71 5D 4C Operator/Technician King Divers a Tenders $60.29 5A 4C httos://fortress.wa.aov/Ini/waaelookUD/DrvWacielonkuo.asnx R/77/?n1R Page 2 of 18 Remote Operated Vehicle Tender King Assistant Engineer $56.44 5D LF King L)Loclp,!I_WorkeLs Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Worker's Boatmen $56.44 5D 3F King prc.,A)e Workers Engineer Welder $57.51, 5D 3F , Ao — King Leverman, Hydraulic: $58.67, 5D 3F King Dre&q_A0rkvrs Mates $56.44 5D 3F King PnLqanAqd�en Oiler $56.00j 5D 3F King Drywall.A )pLicator, Journey Level $58.48I 5D 1H King P_rYAa1(LT_11P_(_n11 Journey Level $59.321 5P 1E King Electrical Fixture Maintenancr-, Journey Level $28.99) 5L 1E Workers King Electricians - Inside Cable Splicer $77.51 ZC 4E King Electricians - Inside Cable Splicer (tunnel) $82.84 ZC 4E King Electricians - Inside Certified Welder $74.90 7C 4E King Electricians - Inside ---------------------- $Certified Welder (tunnel) —---------8-0.37 7C 4E King Electricians - Inside Construction Stock Person $39.69 7C 4E King Electricians - Inside Level $72.30 7C 4E ........ Journey ou n Level Level (tunnel) Leve 11 ce r Ll ey King Electricians - Inside Journey $77.51 7C 4E King Electricians •,Motor2mp, Journey Level $45.08 5A 1B King Electricians - Powerline Cable Splicer $79.43 5A 4D Construction King Electricians - Powerline Certified Line Welder $69.75 5A 4D Construction King Electricians - Powerline Groundperson $46.28 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $69.75 5A 4D .................................................................. Construction Operator King Electricians - Powerline Journey Level Linelperson $69.75 5A 4D Construction I King Electricians - Powerline Line Equipment Operator $59.01 5A 4D o-'n............. ...... Constructi King Electricians :.Powerline Meter Installer $46.28 5A 4D 8W Construction iniiruct.i-C n--------------------- King Electricians - Powerline Pole Sprayer $69.75 5A ID _� Construction King Electricians - Powerline Powderperson $52.20 5A 4D ...................................................- Construction . . ................... King Electronic Technicians' Journey Level _$48 06 7E 1E King Elevator Constructors Mechanic $91.24 7D P44A King Elevator Constructors Mechanic In Charge $98.51 7D 4A Products Work Only 1R King Fabricated Precast Concrete All Classifications - In-Factory $17.72 5B King Fence Erectors Fence Erector $41.45 7A 11 King Fence Erectors Fence Laborer $41.45_7A_ 31 King lager s Journey Level $41.45 7A 31 -King Glaziers Journey Level $63.06 7L 1—Y httiDs://fortress.wa.00v/1ni/waaelookuD/[)rvWaaelookUD.asi)x 8/22/2018 Page 3 of 18 King Lo�il Ct And Journeyman $73.58 5J 4H tkbestes Workei s ............. King H qAtf,u.'E qu- -id-c,-, Journey Level $82.51 7F 1E King Had Carriers 8: Mason Tenders Journey Level $50.42 7A 31 ............................. King industrial Power VaCULIM Journey Level $11.50 1 King Inland Boatmen Boat Operator $61.41 5B 1K King Inland- 31. Boa-tmen Cook $56.48 5B IK King Inland Boatmen Deckhand ---$57.48 5B 1K King inland Boatmen Deckhand Engineer $58.81 5B IK ................. .......... King Inland Boatmen Launch Operator $58.89 5B 1K King Inland Boatmen Mate $57.31 5B 1K 1 King l�isf)c�ctiori/Cleariii-ig/SeatiiL�p Cleaner Operator, Foamer $3 49 1 Of St wei a Water- S ,tD nsly. Operator Y5 Remote Control King inspec anirjg/Scaling 1 Grout Truck Operator $11�50 tjjon/Ue< - Of Sewer Fj. Wate A-f 5 Y ..................................W�-�r Sly.- 0 n L Remote Control King Prbs /5elan2, Head Operator $24.91 1 Or -Sewer ff. Water Systems By Remote Control King jrjspPctiwi/CIeaniLjL�je Technician $19.33 1 Of Sewer Et Water Svstems By RKI'10-te co-Intro-F- -- King IfISDCCti011/Cleariir�,)/Scaliri2 Tv Truck Operator $20.45 1 �fe�ie� r-rY-'7V-a�t�e�i rSvst-erns By Remote Control King Insulation Applicators Journey Level $60.04 5D 4C King ironworkers Journeyman $69.28 7N 10 ................ y King Laborer, Air, Gas Or Electric Vibrating $48.90 7A 31 Screed King Laborers Airtrac Drill Operator $50.42 7A 31 Laborers................. King Laborers Ballast Regular Machine $48.90 7A 31 King Laborers Batch Weighman $41.45 LA 31 King Laborers Brick Pavers $48.90 7A 31 King Laborers Brush Cutter $48.90 7A 31 King Laborers Brush Hog Feeder $48.90 7A 31 King Laborers Burner $48.90 7A 31 King Laborers Caisson Worker -$50.42 7A 31 King Laborers Carpenter Tender $48.90 7A 31 King Laborers Caulker $48.90 7A 31 King Laborers Cement Dumper-paving $49.81 7A 31 -King Laborers Cement Finisher Tender $48.90 7A 31 .................... King Laborers Change House Or Dry Shack $48.90 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $48.901 7A 31 King Laborers Chipping Gun(30 Lbs. And $49.811 7A 31 �Over) King Laboters Choker Setter $48.90 7A 31 . ...........................- ---....................................... T- httr)q://fortre--,.wa-ciov/Ini/wacipInnkiir)/nrvWnnPInnkiin.;iczn)c q/??/?nl R Page 4 of 18 King Laborers. Chuck Tender 1 $48.901 7A 31 King Laborers Clary Power Spreader $49.81 7A 31 King Laborers Clean-up Laborer $48.90 7A 31 King Laborers Concrete Dumper/chute $49.81 7A 31 Operator King Laborers Concrete Form Stripper $48.90 7A 31 King Laborers Concrete Placement Crew $49.81 7A 31 King Laborers Concrete Saw Operator/core $49.81 7A 31 Driller King Laborers Crusher Feeder $41.45 7A 31 King Laborers Curing Laborer $48.90 7A 31 King Laborers Demolition: Wrecking Ft $48.90 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $48.9011 7A 31 King Laborers Diver $50.42 7A 31 King Laborers Drill Operator $49.81 7A 31 (hydraulic,diamond) King ILaborers Dry Stack Walls $48.90 7A 31 King Laborers Dump Person $48.90 7A 31 King Laborers Epoxy Technician 1 $48.90 7A 31 King Laborers Erosion Control Worker $48.901 7A 31 King Laborers Faller Et Bucker Chain Saw $49.81 7A 31 _ King Laborers Fine Graders $48.90, 7A 31 King Laborers Firewatch $41.45 7A 31 King Laborers Form Setter _ $48.90, 7A 31 King Laborers Gabian Basket Builders $48.90 7A 31 King Laborers General Laborer $48.90 7A 31 King Laborers Grade Checker Et Transit $50.42 7A 31 Person King Laborers Grinders $48.90 7A 31 King Laborers Grout Machine Tender $48.90 7A 31 King Laborers Groutmen (pressure)including $49.81 7A 31 Post Tension Beams King Laborers Guardrail Erector $48.90 7A 31 King Laborers Hazardous Waste Worker $50.42 7A 31 (level A) King Laborers Hazardous Waste Worker $49.81 7A 31 (level B) King Laborers Hazardous Waste Worker $48.90 7A 31 (level C) King Laborers (High Scaler $50.42 7A 31 King Laborers Jackhammer $49.81 7A 31 King Laborers ILaserbeam Operator $49.81 7A 31 King Laborers Imaintenance Person $48.90 7A 31 _.......... King Laborers Manhole Builder-mudman $49.81 7A 31 King Laborers Material Yard Person $48.90 7A 31 httDS://fortress.wa.aov/Ini/waaelookuD/DrvWaaelookuD.aSDx 8/22/2018 Page 5 of 18 King Laborer's Motorman-dinky Locomotive $49.81 7A 1 King Laborers Nozzleman (concrete Pump, $49.81 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King L.abore.rs Pavement Breaker $49.81 7A 31 King Laborers Not Car $41.45 7A 31 King Laborers Pipe Layer Lead $50.42 7A 31 King Laborers Pipe Layer/tailor $49.81 7A 31 King Laborers Pipe Pot Tender $49.81 7A 31 King l atalm' Pipe Reliner $49.81 7A 31 King Laborers Pipe Wrapper $49.81 7A 31 King, Laborers Pot Tender $48.90 7A 31 King Laborers Powderman $50.421 7A 31 King Laborers Powderman's Helper $48.90 7A 31 King Laborers Power Jacks $49.81 7A 31 King Laborers Railroad Spike Puller - Power $49.81 7A 31 King Laborers Raker - Asphalt $50.42 7A 31 King Laborers Re-timberman $50.42 7A 31 King Laborers Remote Equipment Operator $49.81 7A 31 King Laborers Rigger/signal Person $49.81 7A 31 King Laborers Rip Rap Person $48.90 7A 31 King Laborers Rivet Buster $49.81 7A 31 King Laborers Redder $49.81 7A 31 King Laborers Scaffold Erector $48.90 7A 31 King Laborers Scale Person $48.90 7A 31 King Laborers Sloper (over 20") $49.81 7A 31 King Laborers Sloper Sprayer $48.90 7A 31 ................ _ - King Laborers Spreader (concrete) $49.81 7A 31 King Laborers Stake Hopper $48.90 7A 31 King Laborers Stock Piler $48.90 7A 31 King Laborers Tamper Et Similar Electric, Air $49.81 7A 31 a Gas Operated Tools ........ King Labo[ei-s Tamper (multiple Et Self- $49.81 7A 31 propelled) King Laborers Timber Person - Sewer $49.81 7A 31 (lagger, Shorer £t Cribber) - King Laborers Toolroom Person (at Jobsite) $48.90 7A 31 King Laborf1s Topper $48.90 7A 31 King Laborers Track Laborer $48.90 7A 31 g (power) 7A 31 Kin Laborers Track Liner ewer $49.81 � - King i Laborers Traffic Control Laborer $44.33 7A 31 8R King Laborers Traffic Control Supervisor $44.33 7A 31 8R King Laborers Truck Spotter $48.90 7A 31 -_ Tugger p King Laborers Tu er Operator $49.81 7A 31 httos://fortress.wa.00v/lni/waaelnokiin/nrvWanelonkiin acnx Page 6 of 18 King Laborer's Tunnel Work-Compressed Air $107.60 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $112.63 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $116.31 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $122.01 7A 31 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $124.13 7A 31 8Q ----------- Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $129.23 7A 31 Q Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $131.13 7A 31 8M Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $133.13 7A 31 K Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $135.13 7A 31 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $50.52 7A 31 8� Tender King Laborers Tunnel Work-Miner $50.52 7A 31 880 King Laborers Vibrator $49.81 7A 31 King Laborers Vinyl Seamer $48.901 7A 31 King Laborers Watchman $37.67 7A 31 King Laborers Welder $49.81 7A 31 King Laborers Well Point Laborer $49.81 7A 31 King Laborers Window Washer/cleaner $37.67 7A 31 King Laborers - Underground Sewer General Laborer 8 Topman $48.90 7A 31 !t Water King Lal.)orgrs.-- L der rcq;tc7c1 sewer Pipe Layer $49.81 7A 31 & Water King L1ndsral2e Construction Landscape Laborer $37.67 7A 31 King Landscape Construction Landscape Operator $59.49 7A 3C 8P Kiang Lathers Journey Level $58.48 5D 1H Kiang Marble Setters Journey Level $57.32 5A 1M King Metal i abricateon L�n Shops Fitter $15.86 1 King Metal Fabrication (ln Shoff Laborer $11.50 1 King Metal Fabrication-On Shop) Machine Operator $13.04 1 King Me rabrk aUgn f n ioi Painter $11.50 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwrght Journey Level $61.54 5D 4C King Moclulaa,r, Buildings Cabinet Assembly $11.56 1 King Modular t,Siildinns Electrician $11.56 1 King Mradular BuildanPs Equipment Maintenance $11.56 1 King Modhukr' tiw.rildins, Plumber $11.56 1 King 16odula 11middinas Production Worker $11.50 1 King AodularBuilding, Tool Maintenance $11.56 1 King Modular fitnlr9ins Utility Person $11.56 1 httos://fortress.wa.aov/Ini/waaelookur)/i)rvWaaelookuo.asox 8/22/2018 Page 7of18 King Modulw Brli€rlie Welder $11.56 _ 1 King Painte[s� Journey Level $42.50 6Z 2B King Pilo Driver Crew Tender $54.99 5D 4C King Pile Driver Hyperbaric Worker - $74.87 5D 4C Compressed Air Worker - 0-30.00 PSI King Pile Driver Hyperbaric Worker - $79.87 5D 4C Compressed Air Worker 30.01 - 44.00 PSI King Pile Drive€, Hyperbaric Worker - $83.87 5D 4C Compressed Air Worker 44.01 54.00 PSI King Pile Driver Hyperbaric Worker - $88.87 5D 4C Compressed Air Worker 54.01 - 60.00 PSI King Pile....Driver Hyperbaric Worker - $91.37 5D 4C Compressed Air Worker 60.01 64.00 PSI King Pile Driver Hyperbaric Worker - $96.37 5D 4C Compressed Air Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker - $98.37 5D 4C Compressed Air Worker 68.01 70.00 PSI King Pile Driver Hyperbaric Worker - 1$100.37 5D 4C Compressed Air Worker 70.01 72.00 PSI King Pile Driver Hyperbaric Worker - $102.37 5D 4C Compressed Air Worker 72.01 74.00 PSI King Pile Driver Journey Level L$60.491 5D 4C King Plasterers Journey Level 7C 1R King Ptxrygro_uL) Et I ark l�glrit�m(jnl:, Journey Level 1 Installers King Wlurnber's lx Prpafitter Journey Level I 6Z 1G _. King, blower Imqurncnt Jperartacs Asphalt Plant Operators 7A 3C 8P King Power Eg!)iLme l er wrs Assistant Engineer $56.90 7A 3C 8P King P>uwer LggjpniEmj ttOOgacrators Barrier Machine (zipper) $59.96 7A 3C 8P King P©wei E;ggiLL11c tl: OCbc rta[ rs Batch Plant Operator, $59.96 7A 3C 8P Concrete King Power" QLtriJ21jtie1jt.. .j LraLors Bobcat ,I $56.90 7A 3C 8P King Power F;rytrrLsnur rr�gr--Oi�rraYxrs Brokk - Remote Demolition $56.90 7A 3C 8P Equipment King Power EquipmentOptrr_tors Brooms $56.90 7A - 3C 8P King Po)yei ErJui 6 1.2t,_CJlre6,tors Bump Cutter $59.96 7A 3C 8P King Power Eouti rmerot Operators Cableways $60.49 7A 3C 8P King Power_Equipment,Operators Chipper $59.96 7A 3C 8P King Lc1 V!L Ecnnitrorne-nt�reoatl.rxrs Compressor $56.90 7A 3C 8P King �owerEgrrrL>rarrepl; Olcrrttors $60.49 7A 3C 8P httos://fortress.wa.ciov/Ini/wacelonkiin/nrvWanelnnkiin_asnx R/92/7f11R Page 8 of 18 Concrete Pump: Truck Mount With Boom Attachment Over 42 M King Power L:urrnment, OpeLM q rs Concrete Finish Machine -laser $56.90 7A 3C 8P Screed King Powr r FG1ru7J m?r t m(7pe ratmors 'Concrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Powt.r Concrete Pump: Truck Mount $59.96 7A 3C 8P With Boom Attachment Up To 42m King PnwcrtmEera pir7e w Y,mUi,¢ mrtor:y Conveyors $59.49 7A 3C 8P King f?oAge rquipy eLnt C7iae a atoirs Cranes Friction: 200 tons and $62.33 7A 3C 8P over King Power Equipment Operators Cranes: 20 Tons Through 44 $59.96 7A 3C 8P -.........---- — — Tons With Attachments King P 2weLEgn)ritsnt:QL)(ratoL� Cranes: 100 Tons Through 199 $61.10 7ZA 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Prwea' E€lu rpni m r°1t_ T7c rrttctr Cranes: 200 tons- 299 tons, or 61.72F 7A 3C 8P 250' of boom including jib with attachments King aQ wfgr Eg iiprncrrt O:erp aloes Cranes: 300 tons and over or $62.33 7A 3C 8P 300' of boom including jib with attachments King Powe r E Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Ec€aipr77ergt Oper top's Cranes: A-frame - 10 Tons And $56.90 7A I 3C 8P Under King cgaNp_rrlc;gQper,ratLns Cranes: Friction cranes $61.72 7A 3C 8P through 199 tons King Power [:car nt Oarrators Cranes: Through 19 Tons With $59.49 7A 3C 8P Attachments A-frame Over 10 Tons King pow Lr tp iiprncial Uia i_alars Crusher $59.96 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $59.96 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $60.49 7A 3C 8P Kin Power Equipment 0 tr_at:ors Dozers D-9 @ Under $59.49 7A 3C 8P g Operators — — — King Power EgUiomr_rnt pj:rer'ators Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Or Crane Mount King Power E Equip rat--(=3perE r_s Drilling Machine $61.10 7A 3C 8P King Eowwer,Lcraraarnerit, 0 erators Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King Nowcrf,;rrurfnticrt._G7iriatiors Finishing Machine, Bidwell $59.96 7A 3C 8P And Gamaco Et Similar Equipment King ow,r_Fuir n}t i 1, Ot�eratr:rs Forklift: 3000 Lbs And Over $59.49 7A 3C 8P With Attachments httos://fortress.wa.ciov/lni/waaelookuD/DrvWaQel00kuD.aSDX 8/22/2018 Page g0f18 rn��� With Attachments King P oN��o E gy llLi T t��Lt' q,U L o Grade Engineer: Using Blue _�59.'96 7A 3C 8P Prints, Cut Sheets, Etc King Eo)Wo Titqt..gp Guardrail Punch King 0 _rjat(Lrs Hard Articulating Off- Road Equipment 45 Yards. Et Over King Pov�tcLquN?jrenL On� Hard Tail End Dump $59.96 7A 3C 8P Articulating Off-road �Equipment Under 45 Yards King L�oWKLEqujpwmrftnt OpLrators Horizontal/directional Drill 7A 3C 8P Locator Operator 10 Tons Tons And Under King t�ower Equipment Operators Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P Over King !�D_�n_r,,Ecjuinrnent Ooeratar� Loader, Overhead, 6 Yards. $60.49 7A 3C 8P But Not Including 8 Yards King Fq�ye��Operators Loaders, Overhead Under 6 $59.96 7A 3C 8P Yards King jl�t wer Fcj!,UL)nneL� Op�(�rqtciEs Loaders, Plant Feed $59.96 7A 3C sp King Powc�r -Sjoi LiLi2Li�0j)Lr aLoL� Loaders: Elevating Type Belt $59.49 7A 3C SP mators King flower Equipment Operators Material Transfer Device $59.96 7A 3C 8P $0.50 Per Hour Over King �L_o_w_allrcl Motor Patrol Graders $60.49 7A 3C 8P King Po rUquipmont r�tqrs Mucking Machine, Mote, $60.49 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield Oil Distributors, Blower 7A 3C Distribution Et Mulch Seeding $56 90 Operator King I Po w_c,.E Outside Hoists (elevators And $59.49 7A 3C 8P King Power E uipirnent Operators Overhead, Bridge Type Crane: $59.96 7A 3C 8P 20 Tons Through 44 Tons Tons And Over King Lower Eouipment Coerators, Overhead, Bridge Type: 45 $60.49 7A 3C 8P Tons Through 99 Tons King Power EouiDment g�jeratqLs �Pile Driver (other Than Crane $59.96 7A 3C 8P httD6://f8rt[eS9.m/3.00v/1ni/vvaoelnok||n/nrvVVaoe|ook|mnqnx 8/77/7O18 Page 10 of 18 King Power Equipment Operators Plant Oiler - Asphalt, Crusher $59.491 LA I 1C P I King L)ovver E )n1crit Q2tratoq Posthote Digger, Mechanical $56.901 LA 3C 8P King Power Equipment Onerators Power Plant $56.90 7A 3C SIP King Power_Ep ipment OfLeLators Pumps - Water $56.90 7A 3C 8P King PowLrEquipr mentOperators Quad 9, Hd 41, D1 0 And Over $60.49 7A 3C 8P King Power Equipment Onei atoq s Quick Tower - No Cab, Under $56.90 7A 3C 8P 100 Feet In Height Based To Boom King EcLweL Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving Equipment King E(Ly�cjLfqijj2.tj!LnL Operators opera Q Rigger And BeRman $56.90 7A 3C 8P_ — — — King IPower E%4smentpjxeratoi Rigger/Signal Person, Bellman $59.49 7A 3C 8P (Certified) King Rgwq EcIlLipmcnt era oL Rottagon 7A 3C 8P _9� 4t_ � $60.49 King Power EcLL)gj Litq �IgL ,s Roller Other Than Plant Mix $56.90 7A 3C 8P p.2_ — King RowerEcluji rrmcrutOILLSaLoKs Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Materials King L2Lv�� p rat(Lrs Roto-mitt, Roto-grinder $59.96 7A 3C EIP King Powor.Ec_juiprrrentpAerators Saws - Concrete $59.49 7A 3C 8P 7A — King Rower Ecru,L)rrr rrjLmop?ra qLs Scraper, Self Propelled Under $59.96 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry $59.49 7A 3C 8P All King Power_F_qui'ament OL)e tags Scrapers, Self-propelled: 45 $60.49 7A 3C 8P 7 — Yards And Over King Power EnU!prnPnt Operators Service Engineers - Equipment $59.49 7A 3C 8P King L(;�EeLF�uip eljL _ LL�� Shotcrete/gunite Equipment $56.90 7A 3C 8P _ Qj?tL� q King PowerEquipment Operators Shovel , Excavator, Backhoe, $59.49 7A 3C BP Tractors Under 15 Metric Tons. King Power Eauipmc.....n..t.......Operators Shovel, Excavator, Backhoe: $60.49 7A 3C 8P -----....... Over 30 Metric Tons To 50 Metric Tons King Shovel, Excavator, Backho $59.9.9 6 7A 3C 8P Tractors; 15 To 30 Metric King Power Lgkdipmelt Operators Shovel, Excavator, Backho $61.10 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Powea Eg riRmqnt.O)erptMi Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons ---------- King 1 c VgLfguipLnerit 0 jLeLg ors Slipform Pavers $60.49 7A 3C 8P King �,Aor5 Spreader, Topsider Et $60.49 7A 3C 8P Screedman King Power EQUIPMent Operators Subgrader Trimmer $59.96 7A 3C BID King Power Equipment QPeEa12js Tower Bucket Elevators $59.49 7A 3C 8P — �61.10 7A 3C 8P King Loa yer fS n PL�j. .LLt�L� Tower Crane Up To 175' In j2tlL_:L _QDp — — Height Base To Boom King Power EUL r,l men t 0 c� tatgrs $61.72 7A 3C 8P httDs:/Jortress.wa.ciov/lni/wacielookuD/DrvWaaelookU D.asDx 8/22/2018 Page 11 of 18 Tower Crane: over 175' through 250' in height, base to boom King Powcr F,LI411Lrnt4rt-Oyer alcrK. Tower Cranes: over 250' in $62.33 7A 3C 8P height from base to boom King Payfr LILE[)rn rnt Orators Transporters, All Track Or $60.49 7A 3C 8P Truck Type King Cower E<lu Trenching Machines $59.49 7A 3C 8P King Power EdErnament Opeli„algrs Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P _.- ._ ..................... Tons And Over King Iagwer Equ_ipineitt O[ i ators Truck Crane Oiler/driver $59.49 7A 3C 8P Under 100 Tons — King Powcc Eguir3irlent CrsOeaigr� Truck Mount Portable $59.96 7A 3C 8P Conveyor King 3C A f?r w r°_ 'cTui.ment Or ct atars Welder $60.49 7 8P 7A — King Power Caturtzsrtq t Operators Wheel Tractors, Farmatl Type $56.90 7A 3C 8P King Lowpr Eguipmerrt operators Yo Yo Pay Dozer $59.96 7A 3C 8P King Power Erlurpmert„Oy LLtlors- Asphalt Plant Operators $60.49 7A 3C 8P dgl IJner pund Sewer C Water — — — King Pawui. Egrar17n7ent..Oper'a o_rs_ Assistant Engineer $56.90 7A 3C 8P Underr�round Sewer Et Water King ITow_er C�tnlamerrLmtYl�ciatcri,s Barrier Machine (zipper) $59.96 7A 3C 8P Underground Sewer 0 Water King Power L try 7ricrrC Operators- Batch Plant Operator, $59.96 7A 3C 8P Urdergra Und Sewer 0 Water Concrete King ParvseiCgUi o rs. Bobcat $56.90 7A 3C $P l.lndcrg~ ()ur�d Sewer ft Water King Power Eck yaa teirt Ouer atcm Brokk - Remote Demolition $56.90 7A 3C 8P tlgdert round Sewer ft Water Equipment King Pmer_Eaturlame.y,t0p rators- Brooms $56.90 7A 3C 8P Underground Sewer a-Water King Prkw(Lr Fclurrana�;n <atcars- Bump Cutter $59.96 7A 3C 8P gn Le..rground Sewer ft Water — — g ;d 1 Cableways $60.49 7A 3C 8P Kin Po - La ur IL) i C O�crart rs, tlrrdc¢ ur7cl-Scwesr ft Water' King Power Equjlprrapl 1,Operatorr; Chipper $59.96 7A 3C 8P Under ground Sewer B Water King PowerEauipmenlOr)eatois- Compressor $56.90 7A 3C 8P Unde.mround Sewer h Water — — — King P)%2L Eouier lent Operators- Concrete Pump: Truck Mount $60.49 7A 3C 8P Lffidergrrounci Sewer El Water- With Boom Attachment Over — m 42 M King Power Eauim-nent Or orators- Concrete Finish Machine -laser $56.90 7A 3C 8P Underrrrouncl Sewer [I. Water Screed King Po�Ner-Fguioment Croerators- Concrete Pump - Mounted Or $59.49 7A 3C 8P Ukrricfr�grotirncl�Kevrer 8' Water Trailer High Pressure Line — Pump, Pump High Pressure. King Pawrr Eourrarrrt ia_l`,.Opef ators__ Concrete Pump: Truck Mount $59.96 7A 3C 8P lhrders!u_onnd Sewer Ft Water. With Boom Attachment Up To 42 m --------------- King Conveyors $59,49 7A 3C 8P httns://fortress.wa.aov/lni/waoelnokLin/nrvWaaelonkiin asnx R/77/7n1R Page 12 of 18 Power Ecuipment opeiators- Et Water King agwer Eqgip nt 0 er rtcxrs- Cranes Friction; 200 tons and $62.33 7A 3C 8P Underpi on id Sewer, ft Water over King L- Cranes: 20 Tons Through 44 $59.96 7A 3C 8P I!ndorp.rquLndL.52vr Ft Water Tons With Attachments King Power Ec ui meat Ope.rators- Cranes: 100 Tons Through 199 $61.10 7A 3C 8P LIfl(L(-,,LgLqund Sewer- Ft Water Tons, Or 150' Of Boom (including Jib With Attachments) King L)ovLer c pr ors- Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P r �IL_ Underground Sewer, & Water, 250' of boom including jib with attachments King flovwrbq ipmerrt )LeLatpirs� Cranes: 300 tons and over or $62.33 7A 3C 8P _Ql — — — Underground Sewer a Water 300' of boom including jib with attachments King Rgw Cranes: 45 Tons Through 99 $60.49 7A 3C 8P LJndierpLia nd Se Water Tons, Under 150' Of Boom IL_Sewer (including Jib With Attachments) King Mwei il�mgnt nitors- Cranes: A-f rame - 10 Tons And $56.90, 7A 3C 8P _ULL __ _92e_ — — Underground Sewer, Et Water Under King Power1 Cranes: Friction cranes $61.72 7A 3C 8P Sewer ft Water through 199 tons King Power- Equipment Operators- Cranes: Through 19 Tons With $59.49 7A 3C 8P Underground Sewer EL Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $59.96 7A 3C 8P Underground Sewer It Water King Eqwye EgglimejL 0 erators-_ Deck Engineer/deck Winches $59.96 7A 2C 8P � p — — Under,ground Sewer a Water (power) King L�owgLLc uJ merit 0 )tratc i�L;- Derricks, On Building Work $60.49 7A 3C 8P J�q_pL _ _L — — Underground Sewer Et Water King RpAgLEguipment Operators- Dozers D-9 Et Under $59.49 7A 3C SP U_qLlc,rg p.'�2und Sewer ri Water King Power Equipment operators- Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Underground Sewer a Water Or Crane Mount King Power Equipment Operators- Drilling Machine $61.10 7A 3C 8P UTdT�RT65n_d_S�wer Et Water King power Equl rnent Oprator�s- Elevator And Man-lift: $56.90 7A 3C 8P Underground Sewer ft Water Permanent And Shaft Type King flower EgUIPMent Operators- Finishing Machine, Bidwell $59.96 7A 3C 8P Underground Sewer R Water And Gamaco Et Similar Equipment King power' uE�mQnL Opp�iators Forklift: 3000 Lbs And Over $59.49 7A 3C 8P r2 YELdprg Lind Sewer EtWater With Attachments � King Forklifts: Under 3000 Lbs. $56.90 7A 3C 8P !Irideqp r a Wale,rour�d Sewer r With Attachments King Flqtgjj_E j_qjpm_qjILQp ators- Grade Engineer: Using Blue $59.96 7A 3C 8P Underground Sewer fi Water Prints, Cut Sheets, Etc _ King Power Equipment Operators- Gradechecker/stakeman $56.90 7A 3C 8P Ui deryi ound Sewer Et�WaLer httDs://fortress.wa.qov/1ni/waaelookUD/i)rvWaqelookUD.aSDX 8/22/2018 Page 13 of 18 King PovicErLE=ent oru erators- Guardrail Punch $59.96 7A 3C 8P l_Sewer 8L Water King FowerEquipment Operators Hard Tait End Dump $60.49 7A 3C 8P Water Articulating Off- Road Equipment 45 Yards. Fir Over King L-'0±L�Lr_E!)!jfmif Llt_QI�LLa LQiL- Hard Tail End Dump $59.96 7A 3C 8P LJ u i Uk�c�qjlLlc.i Sewer Ix Water Articulating Off-road Equipment Under 45 Yards King Power_Equ4rmrjt.S7j2eratqrs Horizontal/directional Drill $59.49 7A 3C 8P Underground y�L a ind Se Water Locator. � King Lower EgLjijLi�IpLnj eLr.LtL�Cs- Horizontal/directional Drill $59.96 7A 3C 8P _Qpg - — — — QLjd(.,,jgLgyiid S.ewler �L Water Operator King Hydralifts/boom Trucks Over $59.49 7A 3C 8P IL L,!,g!'ound Sewei Ft Water 10 Tons .................... King Dower' L[(LjpawLi(_P . iL.ors- Hydratifts/boom Trucks, 10 $56.90 7A 3C 8P j�[L — — — jLndergCgaELcL5�ewg a, Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P I................ !LnLe.rgo�tta'..s2wer It Water Over King Power Eqyi�prnent Operators- Loader, Overhead, 6 Yards. $60.49 7A 3C 8P LLTidelgriquild.Sewer Et Water, But Not Including 8 Yards King Power Eornr _'!_ent0oe_rE,,t.t._0r_s_ Loaders, Overhead Under 6 $59.96 7A 3C SP UnderQF0LJnd Sewer ft Water Yards King Power,LqLti Loaders, Plant Feed $59.96 7A 3C 8P lJndergt cr a Water King f,.IgwqL Eqgi� i �,qj!_Qp .U,tors Loaders: Elevating Type Belt $59.49 7A 3C 8P JI.E.2 L UULhLr,P(gj.md Sewer 8 Watei King Power E LJ �.Qt�arL o!j- ,Locomotives All $59.96 7A 3C 8P ._.anLe.L, _iL _ — — Underground Sewer Et Water King L�ow�qLE_�gq pne n t 0 pe ra t o rs- Material Transfer Device $59.96 7A 3C SP Underground Sewer rt Water King EL)Wer Eqri�2rnj(nC_Qp L�:ktoLs- Mechanics, All (leadmen - $61.10 7A 3C 8P Underground Sewer ft Water $0.50 Per Hour Over Mechanic) King Pqw�L� ui)i i!.-!e jLqp o Motor Patrol Graders_ $60.49 7A 3C 8P Underground Sewer 8: Water King LIK)wELr_LquJRf P - Mucking Machine, Mote, $60.49 7A 3C 8P ment Operators Underground Sewer & Water Tunnel Drill, Boring, Road Header And/or Shield King E2t(_,!L:Lsiu_iL)j_q2nt Oj2L(anLtmTs_ Oil Distributors, Blower $56.90 7A 3C 8P �Lderj und Sewer Water Distribution Et Mulch Seeding _q_ _ Operator King Power EqUiDment Opcvators- Outside Hoists (elevators And $59.49 7A 3C 8P --- ------------------- Undgrg --r 8-, Water Marlifts), Air Tuggers,5trato,round sewer I L King Lowcr.EqLlipLjent Operators Overhead, Bridge Type Crane: $59.96 7A 3C 8P !Ln.ci€�rqroLind Sewer Vi Water 20 Tons Through 44 Tons King Power',Tgul Ent 0 -ItLators., Overhead, Bridge Type: 100 $61.10 7A 3C 8P Lhjdfej.vroundSewer ft Water Tons And Over King Power Equij�mcnt_Opp rators- Overhead, Bridge Type: 45 $60.49 7A 3C 8P ;ewer -,i Tons Through 99 Tons Ft Watc King LloweLEg2 iiLie!ILO eLqLgL�- Pavement Breaker 901 7A 3C P _jL _ _p $56. L Underground Sewer &. Water King 1 $59-961 7A KC _8P httr)s://fortrp.qq-vv.q-cinv/lni/wanpinr)kiin/nrvW;inpinnkiin ;;-,ny R/??/?nlR Page 14 of 18 Power Equipment Operators- Pile Driver (other Than Crane Mounts King power [..guip�M nt QL)LiAtoL(s,- Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P UndeigrMflnd SPWer is Water King Posthote Digger, Mechanical $56.90 7A 3C 8P ihidei ProLLiLd.Sewer Et Wator. King Lqwer Ec�n ent Q rptjZrs- Power Plant 7A 3C 8P j p�nL _ p� _ $56.90 j!nLeLELoggil Sever & Watei King Power EQUiDnIC11t Operators- Pumps; - Water $56.90 7A 3C 8P & Water King Power Quad 9, Hd 41, D1 0 And Over $60.49 7A 3C 8P Undcbrground Sewer 6 Water. King EgwLr aLors-. Quick Tower - No Cab, Under $56.90 1A IC 11 Underg,round Sewer Et Water 100 Feet In Height Based To .................................. Boom King Remote Control Operator On $60.49 7A 3C 8P Et Water Rubber Tired Earth Moving Equipment King Qpprators Rigger And Bellman $56.90, 7A 3C 8P Underground Sewer Et Water King PoweLl Lgujprnent OPerators- Rigger/Signal Person, Bellman $59.49 7A 3C 8P Underground Sewer Et ��cter (Certified) King PowerbqWT wriera La t o rs- Rollagon $60.49 7A 3C 8P t0pe — — Underground Sewer Et Water King Power Ejcuionient OpLrators Roller, Other Than Plant Mix $56.90 7A 3C 8P unqemrimnd Sewer a WVater King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Power defgLo Lmc! Sewer & Water Materials King Power E ui�rpent Operators- Roto-milt, Roto-grinder $59.96 7A 3C 8P Underground Sewer B Water King Power, EciuiL!jjt!jt OpCrators4 Saws - Concrete $59.49 7A 3C 8P Under.qround Sewer Ft Water King Power Equip Operators- Scraper, Self Propelled Under $59.96 7A 3C 8P Underground Sewer_a Water 45 Yards King Power Euuioment Operators- Scrapers - Concrete Et Carry $59.49 7A 3C 8P Lhiderm ound Sewer &Water All King -Power E-quipm.e-rit-ODerators- Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Underground Sewer ft Water Yards And Over I King Lower Equipment, 0 erators- Service Engineers - Equipment $59.49 7A 3C 8P T± ...j) — Underground Sewer Et Water King (kw�(r EIyjp Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer a Water King Power Equipment gjLer.ators- Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Underground Sewer R Water Tractors Under 15 Metric � Tons. King Eowerl. ertOperators- Shovel, Excavator, Backhoe: $60.49 7A 3C gai L�m .. U�Li4pLgEgyrLct.Sewer, R. Water Over 30 Metric Tons To 50 Metric Tons King fmortarF LO Mnent 0-L(_1ratw,- Shovel, Excavator, Backhoes, $59.96 3C 8P Undeff.�q!jj)�t Sewer 6: Water Tractors: 15 To 30 Metric Tons L .—f King R RWGr-E&I qR!L,qn_L PReLa t EL- $61.10 LA 3C Underground Sewer & Water, I 9—P httDs://fortress.wa.aov/1ni/waaelookUD/r)rvWacielookUD.aSDX 8/22/2018 Page 15Uf18 Shovel I Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons _.2f.wer ft Water Over 90 Metric Tons lJjj(Ier?,mLjnd Sewer Et. Water Undenpround Sewer ft Water King Power Tower Bucket Elevators $59.49 7A 3C 813 L[%S1 . round SewerkWatcr Height Base To Boom King a2j��xnent Operators-, Tower Crane: over 175' $61.72 7A 3C 8P .Underground through 250' in height, base to boom King Power Equipment Tower Cranes: over 250' in $62.33 7A 3C 8P !Ln�Lcj:gpEq!�nd Sewer R,Wtaer height from base to boom K�ng Power Equipment Onerators- Trenching Machines $59.49 7A 3C 813 qrdeM�Lr��LSewer Et Water King Lower rquIpiient Opg�i -, Truck Crane Oiler/driver - 100 $59.96 7A 3C 813 Undei ground Sewer It Water Tons And Over King L,)wer EqujI.2Lm2(.Lj� rators- Truck Crane Oiler/driver $59.49 7A 3C 8P �aWatei Under 100 Tons King EoAq jj,�p ..LLiL rj- Truck Mount Portable $59.96 7A 3C 8P LJinocrground Sewer ft. Water Conveyor Undenground Sewer ft Water King Egwer F( )eratof s- Wheel Tractors, Farma[l Type 56 90 7A 3C 8P King Power, Line Clcaiano�_Ttee Journey Level In Charge $50.02 5A 4A Trimmers King Power Line C[eararce Tree Spray Person $47.43 5A 4A Trimmers I King Power Line Clearance I ree Tree Equipment Operator $50.02 5A 4A King Power Line Clearance Tree Tree Trimmer $44.64 5A 4A King Power Line Clearance Tree Tree Trimmer Groundperson $33.67 5A 4A Trimmers King Residential Brick Mason Journey Level $57.32 5A im King Residential Cement Masons Journey Level $60.07. 7A httDS://fU[tP28S.YVa.O0V/10i/vv8Oelnnkun/nrvVVaoc|ook|masnx 8/77/7018 Page 16 of 18 King Residential, Drywall Journey Level $45.05 5D 4C Applicators King jLiL�eLs, Journey Level $45.19 SIP 1E King Residential Electricians Journey Level $37.26 0 1 King Residential Glaziers Journey Level $42.05 7L 1H King Residential InsulatijjU Journey Level $60.04 SD 4C A2 LA L(--,)t-Or 5 King Residential Laborers Journey Level $36.681- 7A- 1H King Residential Marble Setters Journey Level $57.32 5A im King Residential Painters Journey Level $42.50 6Z 2B .............................. ........... King Residential Plumbers ft Journey Level $51.37 5A IG King Residential Refriperation ft Air Journey Level $51.37 5A 1G �Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $50.01 7F 1R Workers ..... ...............- King Residential Soft Floor Layer's Journey Level $49.43 5A 3J King Rtsiden Journey Level $46.58 5C 2R fine Po'oteta.6rn� King Residential Stone Masons Journey Level $57.32 5A 1M King Residential Terrazzo Workers Journey Level $52.611 5A 1M King Residential Terrazzo/Tite Journey Level $43.44 5A 1B ... .............................................................. Finishers King Residential Tile Setters Journey Level $52.61 5A 1M King Roofers Journey Level $51.02 5A 3H King Roofers Using Irritable Bituminous $54.02 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $82.51 7F 1E King New Construction Boilermaker $36.36 7V 1 King New Construction Carpenter $36.36 7V I King Shijxbuij WnruqEtShip Repair New Construction Crane $36.36 7V 1 Operator King New Construction Electrician $36.36 7V I King Shipbui(diriR Et ShiD ReDait New Construction Heat Et $73.58 5J 4H .. ............ Frost Insulator King Shipbuilding Et Ship Repair New Construction Laborer $36.36 2�V 1 King S1hipbuAdmg8t Ship-Repair New Construction Machinist $36.36 7V 1 L_ King 5hipbuil6ig Ft Ship!je air New Construction Operating $36.36 7V 1 Engineer King Shipbuilding 6. Ship Repaire New Construction Painter $36.36 7V .1 King Shipbuitclinq ft Ship Repair New Construction Pipefitter- $36.36 7V 1 King Shipbuildina Fa Ship Repair New Construction Rigger $36.36 7V 1 King 5L)il)bkAiI(Lt[1-P,& Shill Rpjfq!r New Construction Sheet Metal $36.36 7V 1 King Shipbuilding_Et Ship Repair New Construction Shipfitter $36.36 7V 1 King Sl-ji 0[ r1p --$36.36 7V 1 ,,Et New Construction Warehouse/Teamster King 1pj,uLi Ll Ing ilLRumm: New Construction Welder $36.36 7V 1 Burner httDs://fortress.wa.aov/lni/waaelookuD/r)rvWaqelookuD.asDx 8/22/2018 Page 178f18 King �h irLg.Et Ship Repair Ship Repair Carpenter $44.95 7X 4J King StIM10tc kir"p-ELSIAR13fpair Ship Repair Crane Operator $44.06 7Y 4K King Repair Ship Repair Electrician —�44.95 7X 4J King Shil? !I I Ig Et S P Ship Repair Heat Et Frost $73.58 5J 4H Insulator King &_�IhiLRejwnr Ship Repair Laborer 4495 7X 4,1 King 2,�pbuRdinv 8L5hip_Repafi- Ship Repair Machinist $44.95 7X 4-1 King dino..gL Sti�LRej iir Ship Repair Operating $44.06 7Y 4K Engineer King SLIIS�bujt Shm�Re aig Ship Repair Painter $44.95 7X 4J King ShiDbuRdinp & Ship Repair Ship Repair Pipefitter $44.95 7X 4J King Ship Repair Sheet Metal $44.951 7X 4,1 King Sh! I u ki f Et Ship Repaii Ship Repair Shipwright $44.95�---Tx- 4,1 King SI-n )@ir Ship Repair Warehouse $44.06 7Y 4K Teamster King Siqr� Makeis It Insta(lers Non- Journey Level $31.52 0 1 King �2L� LlaQL.Lgy�ers Journey Level $49.431 LA 3-1 King Journey Level $13.23 1 King Stone Masons Journey Level $57.32 5A 1M King Street And Parking Lot, Journey Level $19.09 1 Sweeperworlsors King Slir�L(iy.Qf—s Assistant Construction Site $59.49 7A 3C 8P Surveyor King LULV—e Y-0 u Construction Site Surveyor $60.49 7A 3C 8P King Telecommunication Journey Level $48.06 7E 1E Technicians King Teie hong Line Consutiction_- Cable Splicer $41.22 5A 2B Outside King Hole Digger/Ground Person $23.12 5A 2B Outside King Tele�)horie Une Construction - Installer (Repairer) $39.53 5A 2B Outside Outside Outside King 12L!L�jde Operator (Heavy) —1 httOS://fOrt[25S.VV3.OUv/lni/waoelAokun/nrvVVaoe|nnk|macznx 8/77/7O18 Page 18 of 18 Tetg)jjojje Line Construction - Telephone Equipment C)uCtijtielOperator (Light) King jq4e� ti I- Telephone Lineperson $38.36 J5A H2B Outside King Telephone Lune Construction - Television Groundperson $21.92 5A 2B Outside King jeb2[iLjc�tIe,_.L.ine Construction - Television $29.13 5A 2B ............. Outside Lineperson/Installer King Ttle -ucdon - Television System Technician $34.68 5A 2B j±gpoe Line Consu Outside K ..............KingIeL q phone Line Construction - Television Technician $31.18 5A 2B Outside King IgLephone Line Construction - Tree Trimmer $38.36 5A 2B Outside King Terrazzo Workers_ Journey Level $52.61 5A 1M King Tile Setters Journey Level $52.61 5A 1M King Till,__AAarb[e Ei Rn'razzo Finisher $43.44 5A 1 B Finishers King Traffic Contiol StrjLM Journey Level $45.53 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards $52.70 5D 3A 8L King Truck Drivers Asphalt Mix To 16 Yards $51.86 5D 3A 8L King Truck Drivers Dump Truck $51.86 5D 3A 8L King Truck Drivers Dump Truck Et Trailer $52.70 5D 3A 8L .......... ......... King Truck Drivers Other Trucks $52.70 5D 3A 8L King Truck Drivers - Rea�lyjMjx Booster 9 Yards and Over $52.78 5A 4T ...........__........ King Truck Drivers - Readv Mix Non-Booster Loads Under 9 $52.53 5A 4T Cubic Yards King Well Drillers 1± Irrigation_E�lMp Irrigation Pump Installer $17.71 1 JLnstns L[lers King Well Drillers Fi IrrigalJon Pump Oiler $12.97 1 Installers King Well Drillers & h rjpt n P��IouwnL)iWett Driller $18.00 1 LTiWtawn�c_�rs_ -, _ .. .................... i I htti)s://fortress.wa.qov/1ni/waqelookur)/DrvWaqelookuD.asDx 8/22/2018 Benefit Code Key— Effective 8/31/2018 thru 3/2/2019 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 Binge 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 atone 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(I o)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 wort:is lost due to inclement weather conditions)shall be paid at one and one-lialf 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 8/31/2018 thru 3/2/2019 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. Y. 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 he 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 atone 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 8/31/2018 thru 3/2/2019 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 IIOURLY 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 torte 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 tines 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 tines 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 perfommed 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. Homy 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 air 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 of more. 3 Benefit Code Key—Effective 8/31/2018 thou 3/2/2019 Overtime Codes Continued 3. 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 torte of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. 1. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week(Monday through Friday,) or a four day-ten hour work week(Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J, All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a 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. 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(I-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 8/31/2018 thru 3/2/2019 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 attwo(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 horns 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 thtu Thursday or Tuesday thra 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(Pb) 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°6 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 hoes 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. 1. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. T, The first eight(8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8) hours on a Saturday shall he paid at double the hourly rate of wage. All hoes worked over twelve(12)in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. 5 Benefit Code Key— Effective 8/31/2018 thru 3/2/2019 4,. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12)in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all homy worked on Labor Day shall be paid at double the hourly rate of pay. M, All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. 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, and all work performed between the hours of midnight(12:00 AM) and eight AM(8:00 AM) every day shall be paid at double the hourly rate of wage. O„ All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four(4)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 over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. Placeholder idnliday 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 alter 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). Holiday Codes Continued 5. D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day, Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas (6). 6 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 5, 1. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). L Holidays: New Year's Day, Memorial Day, lndcpendence 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,Thanksgiviug 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 aftcr Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: Now 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 I 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 Holiday(10). 1. Paid Holidays: New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day(7). 7 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 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((;). 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. I 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. Roliday Codes Continued 1. Holidays: New Year's Day, President's Day, Independence Day,Memorial Day, Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be 8 Benefit Code Key— Effective 8/31/2018 thru 3/2/2019 observed as a holiday on the preceding Friday. 7, 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. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(S). 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 bcforc 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, hndependence 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(S). 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 Satuday,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: Now 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 Years 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. V, Holidays: New Year's Day,President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. 9 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 Holiday Codes Continued T W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. X. 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 the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday will be taken on the next normal workday. Y, Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8)If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays: New Year's Day, President's Day,Independence Day,Memorial 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. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the 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. B. Holidays: New Year's Day, Martin Luther King Jr. Day,President's Day, Memorial Day, Independence Day, Labor Day,Veteran's Day, Thanksgiving Day, and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day. (8) D Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, and the day after Christmas. Note Codes 8, 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. 10 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 Note Codes Continued 8. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31,-1012-ATriffic Control Supervisorshall be present on the piqjectwhenever flagging orspotting 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 3L 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana,or Idaho.This classification is only effective on or after August 31, 2012. 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. V,. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. 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 101'to 150'- $3.00 per foot for each foot over 101 feet. Over I F to 220' -$4.00 per foot for each foot over 220 feet. Over 22 F -$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per fool from entrance. 300' to 600' - $1.50 per foot beginning at 300'. Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. 11 YAW k �� k u m in Ow u w I u m �. JV � I .� � iIV III W S' '.i IIf 'iii i .� WII ' iii � .. Y i n :,tl e n illy m m � ILL � w.. � � � � "" m�� VI�b � � I� �. III III W IIUV. m: .. IIW��..m. ...�,.� ..m, mm, �^�� IIUu mil, ��. .�. IIIWw I�u^< mom ��,'��,.0 � ��.'^ m�l� M ..... � uu it �m�ol vl ull � ,�n � � mn � mW � mn aw � I�1 uu IIIW �w. U � u i i u 0111 � � � ml " o aW � a :,ro m m � . .. p mtlW "�.. 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