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Home My WebLink AboutCAG2020-239 - Original - SCI Infrastructure, LLC -Reith Road Main Improvements - 07/23/2020ApprovalOriginator:Department: Date Sent:Date Required: Authorized to Sign: o Director or Designee o Mayor Date of Council Approval: Budget Account Number: Budget? o Yes o No Grant? o Yes o No Type:Review/Signatures/RoutingDate Received by City Attorney:Comments: Date Routed to the Mayor’s Office: Date Routed to the City Clerk’s Office:Agreement InformationVendor Name:Category: Vendor Number:Sub-Category: Project Name: Project Details: Agreement Amount: Start Date: Basis for Selection of Contractor: Termination Date: Local Business? o Yes o No* *If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace. Notice required prior to disclosure? o Yes o No Contract Number: Agreement Routing Form For Approvals, Signatures and Records Management This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms. (Print on pink or cherry colored paper) Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20 July 22, 2020 DATE: July 7, 2020 TO: Kent City Council SUBJECT: Reith Road Water Main Improvements (38th Avenue South to 42nd Avenue South) - Award MOTION: Award the Reith Road Water Main Improvements (38th Avenue South to 42nd Avenue South) Project to SCI Infrastructure, LLC in the amount of $615,188.75 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The project will furnish and install 810 feet of 16” water main on Reith Road, reconnect services, install new curb ramps and appurtenances as required to meet the Americans with Disabilities Act, pavement restoration and other related work items. The bid opening for the Reith Road Water Main Improvements (38th Avenue South to 42nd Avenue South) Project was held on June 23, 2020 with 10 bids received. The lowest responsible and responsive bid was submitted by SCI Infrastructure, LLC in the amount of $615,188.75. Bid Tab Summary 01. SCI Infrastructure, LLC $615,188.75 02. Road Construction Northwest, Inc. $639,923.90 03. R. W. Scott Construction Co. $649,698.23 04. HCON Incorporated. $658,438.55 05. Scarsella Bros., Inc. $658,493.00 06. Rodarte Construction, Inc. $667,562.50 07. Northwest Cascade, Inc. $670,525.80 08. A-Advanced Septic Services, Inc. $684,060.30 09. Scotty’s General Construction, Inc. $761,618.00 10. Ponderosa Pacific, Inc. $793,907.95 Engineer's Estimate $697,367.00 BUDGET IMPACT: Budget has been established and will be paid for out of the Water Fund (Utilities). SUPPORTS STRATEGIC PLAN GOAL: Innovative Government - Delivering outstanding customer service, developing leaders, and fostering innovation. Evolving Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. ATTACHMENTS: 1. Reith Rd Water Main Improvements Bid Tab (PDF) CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Reith Road Water Main Improvements (38th Avenue South to 42nd Avenue South) Project Number: 19-3005 BIDS ACCEPTED UNTIL BID OPENING June 23, 2020 June 23, 2020 10:45 A.M. 11:00 A.M. (Bid submittal time) DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR INDEX Section 1 Bidder’s Package Section 2 Payment and Performance Bond and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Section 5 Kent Standard Plans Section 6 WSDOT Standard Plans Section 7 Traffic Control Plans Section 8 New Watermain Connection Procedures Section 9 West Fenwick Park Improvements Section 10 Prevailing Wage Rates CITY OF KENT KrNG COUNTY, WASHTNGTON KENT SPECIAL PROVISIONS FOR Reith Road Water Main Improvements (38th Avenue South to 42nd Avenue South) Project Number: 19-3OO5 BIDS ACCEPTED UNTIL June 23, 2O2O 1O:45 A.M. BID OPENING June 23,2O2O 11:OO A.M. DELIVER TO CITY OF KENT, CITY HALL 22O 4th Avenue S., Kent, WA 98032-5895 TTMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT tlattaa s7%7 Wa s x r N G T o N BIDDER'S NAM F SCI INFNASTHUCTURE, tLO CITY OF KENT KING COUNTY, WASHTNGTON KENT SPECIAL PROVISIONS FOR Re¡th Road water Main rmprovements (38th Avenue south to 42'd Avenue south) Project Number: 19-BOO5 BIDS ACCEPTED UNTIL June 23, 2O2O 1O:45 A.M. (B¡d submittal time) BID OPENING June 23, 2O2O 11:OO A.M. DELIVER TO CITY OF KENT, CITY HALL 22O 4th Avenue S., Kent, WA 9g032-5995 TIMOTHY J. LAPORTE, P.E, PUBLIC WORKS DIRECTOR KENT WAsHtNcroN 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 Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical Subcontractor List (over $1 million) – Structural Steel Installation Rebar Installation Contractor’s Qualification Statement Statement that Bidder Has Not Been Disqualified 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 New Watermain Connection Procedures West Fenwick Park Improvements Prevailing Wage Rates t INVITATTON TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through June 23, 2O2O up to 1O¡45 ã.1r. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 22O 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. Mall. All bids will be opened and read publicly aloud at 11:OO â.1n, for the City of Kent project named as follows: Reith Road Water Main fmprovements 38th Avenue South to 42nd Avenue South Project Number: 19-3OO5 The City of Kent will conduct the bid opening at the time and date as scheduled, however, due to the coronavirus disease 2019 (COVID-l9) and its impacts the bid opening process will take place as follows: Bidders shall call the City Clerk at (253) 856-5725 to drop off bids. The City Clerk wilt read the bids out loud from the Clerkt office, Individuals can stand in the lobby outside the Clerk's office during the bid opening to hear the bid results, but must stand 6 feet or more apart. The project consists of furnishing and installing +/- 810 LF of 16" DI Water Main on Reith Road, reconnecting main and services, installing new curb ramps, planing bituminous pavement, asphalt overlay and other related work items. The City of Kent has determined the project is essential pursuant to the Governor fnslee issued Proclamation 2O-25. Should a contract be executed and this Proclamation or a similar proclamation be in place, specialized plans and protocols must be established and implemented to meet the social distancing and sanitation measures set forth by the United States Department of Labor or the Washington State Department of Health. It is the contractor's responsibility to implement these measures. The Engineer's estimated range for this project is approximately $600,000-$750,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Derek Hawkes at 206-402-2569 or Abdulnaser Almaroof at 253-856-5535. Bids must be clearly marked "B¡d" 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. Plans and specifications can also be downloaded at no charge at KentWA.gov/doing- bqsiness/bids-procurement, Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilizatlon Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15o/o of the labor hours must be performed by apprentices. KCC 6.01.030. f¡ A cashier's check, cash or surety bond in the amount of 5o/o of the bid must be included with the b¡d. 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 bld or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole Judge thereof. Note: The award of the contract will not occur until the City of Kent has revlewed all bids for responsiveness and responsibility determfnations and the Kent Clty Council has formally awarded the contract. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposlt or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submlt with thelr 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 8th day of June, 2020. ûBY Kimberley A., City Cle Published in Daily Journal of Commerce on June g and t6,2OZO. CONTRACTOR COM PLIANCE STATEM ENT (President's Executive Order # LL246) at"" L4-2û This statement relates to a proposed contract wíth the City of Kent named Reith Road Water Main Improvements 38th Avenue South to 42nd Avenue South Project Number: 19-3OO5 I am the undersigne /1. t v d bidder or prospective contractor. I represent that - have,have not, participated in a previous contract or subcontract subject to the President's Executive Order #Lt246 (regarding equal employment opportunity) or a preceding similar Executive Order. SCI INFRASTRUCTUHE, LLC NAME OF BIDDER BY SIGNATURE/TITLE 1-82\ s tç4rt1 ET Svzx1xz WA "øtØ8 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 /iN 1 June 8, 2020 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 V xøV Sco ôÒÒl--ô For:SCI INFRASTRUCTURE, LLC Title:¡-t ¡.¡, retr4L Date:0 b -74 -LO Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 2 June 8, 2020 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: t.2 EFFECTIVE DATE: January 1, 1998 SUBJECT:MINORITY AND WOMEN CONTRACTORS SUPERSEDES: April 1, 1996 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. Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 3 June 8, 2020 CITY OF KENT EQUAL EM PLOYMENT 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 SCI INFRASTRUCTUHE, LLC Company, hereby acknowledge and declare that the before- mentioned company was the prime contractor for the contract known as Reith Road Water Main Improvements - 38th Avenue South to 42"d Avenue South/Project Number: 19-3OO5 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. túÅr,rrfuutLBy: For $Cl lfl'iþR E$T¿aUÇTUÍ?Ë, tlt Title: Date:u.L ,7,a Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 4 June 8, 2020 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that SCI INFNASTRUCTURE, 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 Reith Road Water Main Improvements - 38th Avenue South to 42"d Avenue South/Project Number: 19-3OO5 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 BIDDERSI 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 NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTITY ITEM 1006 2-03.5 WSDOT 100 CU YDS Roadway Excavation, Including Haul $14.00 Per CY $1,400.00 Any bids not filled out properly may be considered non-responsive. Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 5 June 8, 2020 SCHED ULE I - STREET ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTITY ITEM 1000 L-09.7 WSDOT 1 LUMP SUM Mobilization $ 37M $ 3hôoo.oo Per LS 1010 2-02.5 KSP 800 SQ YDS Remove Existing Asphalt Concrete Pavement $ -13o Per SY $ üa \3âO,øo 1020 2-O2.5 KSP BO SQ YDS Remove Cement Concrete Sidewalk $ Io'oo $ 600,o0 Per SY 1025 2-O2.5 KSP 110 LN FT Remove Cement Concrete Curb and Gutter $ q.oo g QQO. o o Per LF 1040 8-09.5 KSP 1 LUMP SUM Removal of Raised Pavement Markers and Painted andlor Thermoplastic Traffic Markings g âãOD.ooç âåoO"oÒ Per LS Saw Cut Existing Asphalt Concrete Pavement $ \or00o,oo$5. Per LF oo10502-02.5 KSP 2,000 LN FT 1060 2-03.5 WSDOT 40 CU YDS Roadway Excavation Incl. Haul $ 30,so $ \Aoo.oo Per CY 1080 4-04.5 KSP BO TONS Crushed Surfacing Top Course, 5/8 Inch Minus $ 3o.c'o $ a.LL@-ø' Per TON 1085 4-O4.5 KSP 240 TONS Crushed Surfacing Base Course, I-t/4 Inch Minus $ 3Ò,oo $ a, AÞw,oa Per TON 1 100 5-04.5 KSP 450 TONS HMA Class Lf2", Pc 58V-22 $ \eÓ,0¿ $ b-1 \3Ø,@ Per TON June 8, 2020Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 6 SCHEDULE I - STREET ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTITY ITEM 1110 5-04.5 KSP 1,650 SQ YDS Planing Bituminous Pavement, 2 Inch Thick $ 5,5ô Per SY $ q\olS.oo Lt25 5-04.5 KSP 40 TONS Hot Plant Mix for Temporary Pavement Patch $ \ÉO,cÐ $ laro&3o Per TON 1130 5-04.5 KSP 1 Asphalt Cost Price Adjustment $3,000* Per CALC $3,000 CALC *Common to all bidders LL45 B-14.5 KSP 30 SQ YDS Cement Concrete Sidewalk $ zo,vo g â, L{oo,oo Per SY LLTO B-14.5 KSP 3 EACH Cement Concrete Sidewalk Ramp Type Parallel A ! årtoo,oo $ lo,W,oo Per EA LL75 B-14.5 KSP 2 Cement Concrete Sidewalk Ramp Type Parallel B $ 'ì_,\oof, $ ,{ tàooPoPer EAEACH 1205 8-04.5 KSP 110 LN FT Cement Concrete Curb and Gutter $ 13,oo $ L\JBo.oo Per LF LzLL B-04.5 KSP 100 LN FT Pedestrian Curb $ |43,oo $ q,3,aO,ø Per LF L270 B-02.5 KSP $5,000* Per FA $5,0001 FORCE ACCOUNT Landscape Restoration *Common to all bidders 1315 8-28.5 KSP 20 EACH Pothole Utilities $ 35\,oo $ -'1, ooo,oo Per EA June 8, 2020Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 7 SCHEDULE I . STREET ITEM NO. SECTION NO. APPROX.UNIT PRICE TOTAL AMOUNT ITEM o UANTITY 1320 8-30.s KSP 2 Project Sign $ \ìsDO,to$ 3,0 oo .oÔ Per EAEACH 1355 1-04.4(1) 1 WSDOT CALC Minor Changes *Common price to all bidders $5,000* Per CALC $5,000 Sub Total 10o/o WA State Sales Tax Schedule I Total 6t5 e t7 561 u5 7be Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 I June 8, 2020 SCHEDULE II - WATER ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTITY ITEM 20L6 7-09.5 KSP 3 16 Inch Connection to Existing Water Main $ A{¡t00,æg lrå,qØ,o¿ EACH Per EA 2030 7-09.5 KSP 50 LN FT 4 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe $ I e5,o¿ Per LF $ k, â5o. oo 2035 7-O9.5 KSP 810 LN FT 16 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe $ \\5.oo $ q3,\5Ó,oo Per LF 2040 7-I2.5 KSP 1 EACH 4 Inch Gate Valve, MlxFLorMJxMJorFLxFL g \,\OO,co $ \\oo,æ Per EA 2045 7-L2.5 KSP 1 8 Inch Gate Valve, MJxFLoTMJxMJoTFLxFL $ \ì("óo.oo $ \,b5o,o"D EACH Per EA 2055 7-L2.5 KSP 7 EACH 16 Inch Gate Valve, MJxFLoTMJxMJoTFLxFL $ I, (N,ùo $ 5þt&,oo Per EA 2080 7-15.5 KSP 1 LUMP SUM 4 Inch Service with 3 Inch Compound Water Meter with Bypass and Vault $ \5r50O,- $ \S tg,ùo Per LS 2090 7-L2.5 KSP 1 EACH 2 Inch Combination Air Vacuum Valve and Vault g Q,0o0.@ $ q,O00.oo Per EA 21 10 7-O9.5 KSP 1 LUMP SUM Abandon Existing water Main ç â,?OO.oo $ â,ä OÔ,oo Per LS 2L20 7-15.5 KSP 1 EACH Service Connection 1 Inch Diameter t A,@,oo g â,o oÒ,oo Per EA Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 9 June 8, 2020 SCHEDULE II - WATER ITEM NO, SECTION NO. APPROX.UNIT PRICE TOTAL AMOUNT ITEM NTITY 2L45 7-L5.5 KSP 25 LN FT Water Service Line 1 Inch Diameter $ 40,ıo $ \rooo,oD Per LF 2255 2-09.5 WSDOT 5,600 sQ Fr Shoring or Extra Excavation Class B $ \.oa Per SF $ 6,lo00,oo 2264 7-O9.s KSP 70 TONS Foundation Material, Class I and II for Water Main $ â5.oo $ \l 5;1,oo Per TON 2265 2-03.5 WSDOT 50 CU YDS $ a6,Ô0 Per CY $ \ ra6o, o¿Unsuitable Foundation Excavation Incl. Haul 2275 7-09.5 KSP 600 TONS Pipe Zone Bedding for Water Main $ âo'oo $ \â, @,æ Per TON 2285 7-O9.5 KSP 900 TONS Bank Run Gravel for Trench Backfill for Water Main $ ao,oo # \6,æÒ,æ Per TON ($2.50 Min) Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 Sub Total 10% WA State Sales Tax Schedule II Total 10 June 8, 2020 SCHEDULE V - TRAFFIC CONTROL ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTITY ITEM 5005 1-10.5 KSP 750 HOURS Traffic Control Labor $ bD,oà $ L\5, Oo},oo Per HR $ to.oo Per SF g r-\,ÒO0,sO5010400 SQ F-T 1-10.s(2) WSDOT Construction Signs Class A 5015 1-10.5 KSP 350 HOURS Traffic Control Su pervisor èo $ 3¿,âso,oa$ -1á, Per HR 5020 1-10.5 KSP 1 LUMP SUM Temporary Traffic Control Devices $ \roaO.Do $ \rt)OD.oÐ Per LS 5030 1-10.5 KSP 28 DAYS Portable Changeable Message Sign (PCMS) $ \oO,Ú Per DAY $ å,9 Ø,oo 5040 1-10.5 KSP 100 HOUR Uniformed Off-Duty Police Officer $ \ãÔ,èo $ \).,OØ,oePer HR ($80/Hr. min.) 5100 B-22.5 KSP 830 LN FT White Edge Line Paint Stripe $ ,85 ç 16,6,æ Per LF 5105 B-22.5 KSP 100 LN FT Double Yellow Centerline Paint Stripe $ A'tô $ eıo.ôo Per LF 51 10 B-22.5 KSP t EACH Plastic Traffic Arrow * lqo.eÐ fi ?qô,oo Per EA 51 15 B-22.5 KSP 25 LN FT Plastic Stop Line (24 inch wide) ç ao,oo Per LF $ 5oo,oo Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 11 June 8, 2020 SCHEDULE V - TRAFFTC CONTROL ITEM NO. SECTION NO. APPROX.UNIT PRICE TOTAL AMOUNT ITEM o UANTITY 5120 B-22.5 WSDOT 320 sQ Fr Plastic Crosswalk Line $ {'o' t5 Per SF $ ],1qp, oo Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 Sub Total 10olo WA State Sales Tax Schedule V Total $ t2 June 8, 2020 SCHEDULE VI - ELECTRICAL ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTITY ITEM 6030 8-20.5 KSP 2 6 Foot Diameter Traffic Loop ç I /cO O - $ V ,Zl2 - Per EAEACH 6040 B-20.5 KSP 300 LN FT Additional Lead-In Wire fi 27-$ 6,1 oô- Per LF 6060 B-20.5 KSP 2 EACH Pedestrian Pushbutton Assembly with Post and Foundation $ V,4¿0- # 6, A(Ð -Per EA t Sub Total 10olo WA State Sales Tax Schedule VI Total $/ 0.loo*t t to t?0 Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 13 June 8, 2020 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATI ON CONTROL ITEM SECTION APPROX. ITEMNO. NO, QUANTITY UNIT PRICE TOTAL AMOUNT 7005 75 LN FT B-01.s(2) KSP Silt Fence $ \O,oo $ 1âO.oo Per LF 70r5 8-01.s(2) 3KSP EACH Inlet Protection $ 8l5,oo $ â55,oo Per EA 7030 8-01.s(2) KSP 45 HOURS ESC Lead $ ?'5,oo Per HR $ \,5-15, oa 7040 1-07.1s(1) WSDOT 1 LUMP SUM SPCC Plan $ \o0,oo $ \oo,oo Per LS 7050 45 HOURS B-01.s(2) WSDOT Street Cleaning $ \60,ô0 $ t"¡5o,Øo Per HR 7055 8-01.s(2) WSDOT 1 FORCE ACCOUNT Erosion/Water Pol I ution Control $3,000* Per FA $3,000 *Common nri ce to all bidders Sub Total 10olo WA State Sales Tax Schedule VII Total $ \ ì eq3,Þô Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 L4 June 8, 2020 BID SUMMARY 2l5,t7t v Schedule I Schedule II Schedule V Schedule VI Schedule VII TOTAL BID AMOUNT Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 Street å (,ô \.å55. oO Wâter Gontrol t lt q to ù Eleqtrical \3,1o13.oo Temporary Erosion & Sedlñentation Control Ç6\s, tWE 15 June 8, 2020 SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder:SCI INFNASTRUCTUHE, LLC Project Name:Reith Road Water Main fmorovements (38th Avenue S. to 42nd Avenue South) Project Number: 19-3005 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 name itself for the work. Failure of the Bidder to submit, within one hour after the published bid submittal time, 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:4la Plumbing Subcontractor Name :tn//+. Electrical Subcontractor Name : 0l¿ -L7.2o Signature of Bidder Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 Date 16 June 8, 2020 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder:$CI INFRASTRUCTURE, LLO Project Name:Reith Road Water Main fmorovements (38th Avenue S. to Ã2nd ^venrre Srrlrlhì Project Number:1q-3flfìs Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bídder, if awarded the contract, will subcontract for performance of the work of structural steel installation and rebar installation. Failure of the Bidder to submit, within 48 hours after the published bid submittal time, 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. Structural Steel Installation Subcontractor Name: Rebar Installation Subcontractor Name : o b -L7 -zo Signature of Bidder Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 Date t7 June 8, 2020 CoNTRACTOR'S QUALTFTCATTON STATEM ENT (RCW 39.O4.35O) THE CTTY WTLL REVTEW THE CONTRACTOR'S RESPO'IISES TO THTS FORM TO DETERMTNE WHETHER THE BIDDING CONTRACTOR TS RESPOA'STALE TO PERFORM THE CONTRACT WORK. THTS FORM TNCLUDES CRITERTA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPOAIs'BLE BTDDER AND QUALTFIED TO BE AWARDED THTS PUBLTC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRTTERTA ESTABLISHED BY THE CITY THAT ARE APPLTCABLE TO THTS PUBLTC WORKS PROJECT. THE BTDDER SHOULD READ AND RESPOND TO THTS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's abílity 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 cíty'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. Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 1B June 8, 2020 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 THTS FORM AS PART OF YOUR BTD, FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT TN A DETERMTNATTON THAT YOUR BID TS AIO'ìI-RESPONSTVE AND THEREFORE VOTD. 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: NAME: ADDRESS: PRINCIPAL OFFICE: ADDRESS: PHONE: FAX: 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 t8.27 RCW. t.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under Reith Rd Water Main Improvements/Almaroof 19 June 8, 2020 Project Number: 19-3005 Lsvze þftlt<?ffiù, 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. 1.6 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.72 RCW or provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. SUPPLEMENTAL CRITERIA - Established by the City to determine bidder responsibility 2.ORGANIZATION 2.L How many years has your organization been in business as a Contractor? 2.2 How many years has your organization been in business under its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2,3.L 2.3.2 2.3.3 Date of incorporation: State of incorporation : President's name: Vice-president's name(s) : Secretary's name: Treasurer's name: Date of organization: Type of partnership (if applicable): Name(s) of general partner(s): 2.3.4 2.3.5 2,3.6 2.4 If your organization is a partnership, answer the following: 2.4.1 2.4.2 2.4.3 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization:2,5.2 Name of owner: Reith Rd Water Maín Improvements/Almaroof 20 Project Number: 19-3005 June 8, 2020 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3,1 List jurisdictions and trade categories in which your organization is legally qualífied to do business, and indicate license numbers, if applicable. 3,2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 4,2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.t Has your organization ever failed to complete any work awarded to it? Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? 4,2,2 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.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4,4.1 State total wofth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4,5.t State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. 4.2.3 Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 21 June 8, 2020 5. REFERENCES 5.1 5.2 5.3 Trade References: Bank References: Reith Rd Water Ma¡n Improvements/Almaroof Project Number: 19-3005 Name of bonding company: Name and address of agent: Surety: 5.3.1 5.3.2 6. FINANCING 6.1 FinancialStatement 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.9., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.9., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.9., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6,L,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.9., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 22 June 8, 2020 7. SIGNATURE 7.1 Dated at this day of ,2O2O. Name of Organization: By: Title: 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 day of 2020. Notary Public: My Commission Expires: Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 7.2 23 June 8, 2020 City of Kent CONTRACTOR' S QUALIF'ICATION STATEMENT The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: NAME: ADDRESS: Phone: Fax: PRINCIPAL OFFICE: SAME SCI INF'RASTRUCTURE, LLC Jennifer Scoccolo 2821 S 154th Street SeaTac,'WA 98188 206-242-0633 206-242-0192 1. STATUTORY REQUIREMENTS 1.1 Copy of Department of Labor & Industries Certificate of registration: Statement of Qualifi cations City of Kent June23,2020 1.2 Current State UBI Number: 602 094 857 ffi l¡J¡rE qç BU5INE55 LICENsE TtrúHtliËTüt{ Llryiittd tirüllltf Oorrì0flry t nlll¡d BUE¡l¡o¡ tÞ{! û$¡0Ð4Sb7 h¡¡lne¡¿ lD * 0rûl t0c¡üm: llüllËTI I¡IFRÄSTRU TURÉ. L.L.C.2!!t $ 15fiït Sf ÈËA1lË, wAtt1üü-¡0â.t L,NËHPLOYlllEt'¡T ri¡SUFAHCE . ¡CtwE T XREG|STR l¡Or.¡-AtrtvE lt{ltlJSTfl }ÂL lil8UFÂHCE - AËT|I¡E UCËI'¡B¡1.¡B ßEãTRltTlOl'1.5: ¡r{ll ÍcÉnrod lo h¡rr mhor¡ $t[Ìol¡t r illhd Wort p€frntÌ, llr! d0Effit nrtt the rEgtrtmnüyr r.dôr*mEnlr, Jnd l¡<+ñrtr ¡ulhoricd l¡r fs ù¡¡i¡¡urr *f f: , rt ffiJr{|Ëdinf!mtrl1'nriwt,ì¡¡¡pfllfà!tÍ$rn¡unrtlt4taunry,liicirrn¡+iiì*i.-_ffi SCI Infrastructure, LLC Page2 of 7 Statement of Qualifications City of Kent June23,2020 1.3 Copy of Master License Service: See Above. Employment Security Department: State Excise Tax Registration: 14845 1 -00-0 602 094 8s7 1.4 SCI Infrastructurc,LLC, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCV/ 39.06.010 or 39.r2.06s(3). Manager i.5 SCI Infrastructure, LLC, states that within the three-year period immediately preceding the bid solicitation date, our 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. 1.6 SCI Infrastructure,LLC, states that we have completed three or more public works projects and have had a valid business license in V/ashington for three or more years and are exempt from this training requirement. 2. ORGANIZATION 2.1 Our organization has been in business for 68 years. 2.2 Our organizationhas been in business under its present business name for 19 years. 2.2.1 Our organization has formerly operated under the names: Scoccolo Construction, Inc. Scoccolo Construction Company 2.3 Our organization was incorporated in 1965 and now operates as a limited liability company in the state of 'Washington. 2.3.1 Date of incorporation: 1965 (formed SCI April 1, 2001.) SCI Infrastructure, LLC Page3 of 7 Statement of Qualifications City of Kent June23,2020 2.3.2 State of Incorporation: Washington 2.3.3 N/A 2.3.4 N/A 2.3.5 N/A 2.3.6 N/A 2.4 Our organizationwas incorporated in 1965 and now operates as a limited liability company in the state of 'Washington. 2.4.1 April 1,2001 2.4.2 Limited Liability Company 2.4.3 General Partners: Scoccolo Construction, Inc. & Mountain Pacific Contractors, Inc. 2.s N/A 2.6 N/A 3. LICENSING 3.1 Jririsdictions and trade categories our organization is legally qualified to do business with: State of Washington, Contractor's Registration No. SCIINL* 993 JA Department of Labor & Industries Account No. 009, 814-00 3.2 Jurisdictions in which our organization or trade name is filed: State of V/ashington State of Oregon State of Idaho State of Montarta 4. EXPERIENCE 4.1 Categories of work that our organization typically performs with it's own forces: Excavation, S itework, Underground Utilities, Trucking, Concrete (flatwork, retaining walls, vaults, etc.) 4.2 Clums and Suits 4.2.I Our organization has never failed to complete any work awarded to it. 4.2.2 No judgments, claims, arbitration proceedings or suits are pending or outstanding against our organization or its ofÍicers. SCI Infrastructure, LLC Page 4 of7 1 Statement of Qualifications City of Kent June23,2020 4.2.3 Our organization has not filed any law suits or requested arbitration with regard to construction contracts within the last five years. 4.3 Within the last five years, no officer or principal or our organization has ever been an officer or principal of another organization when it failed to complete a construction contract. 4.4 See the attached list of the major projects our organization has in progress 4.4.1 The total worth of work in progress is: $14.3 Million The total worth of work under contract is: $31.7 Million 4.5 See the attached list of major projects our organization has completed in the past five years, with the name of the project, owner, architect/engineer, contract amount, date of completion, and percentage of cost of work performed with our own forces. 4.5.I The average annual amount of construction work performed during the past five years is $20 Million. 4.6 Construction experience and present commitments of key personnel in our organization: Mark Scoccolo: Company Manager - Has been in the heavy, civil, construction business for over 24 years. Starting in the field and working his way through the various roles as superintendent, estimator, and project manager, Mark currently manages the day-to-day operations of personnel, management, and finance. Patrick Scoccolo: Equipment/Claims Manager - Started with SCI in 1987 as a foreman, moved up to field supervisor, general superintendent, as is now in the offrce as a project manager. He has experience coordinating manpower and equipment to properly staff each project. Steve Raudenbush: Project Manager - Started with SCI in 2007 as a foreman, moved up to field supervisor, and is now in the office as a project manager. He has the field and management experience to be a well-rounded manager of time, money, and resources. Jennifer Scoccolo: Contract Manager V/orked for Sellen Construction, a local general contractor for over seven years before coming to work for SCI. Jennifer has a strong background in concrete, both cast-in-place and precast. Jennifer also has extensive experience with AutoCad and earthwork volume calculation software (Sitework 98 / Graphic Grade). Currently handles payment for contract and extra work. SCI Infrastructure, LLC Page 5 of7 \ Statement of Qualifications City of Kent June23,2020 4.7 Our organizalionhas over 6 Field Supervisors, most of them have worked with SCI for numerous years. These are the people who direct field operations on the projects and maintain communication with the office through the project manager or project engineer assigned to the project. See attached list of major equipment owned by SCI Infrastructure and available for use on this project. 5. REFERENCES 5.1 Trade References NC Machinery, PO Box C-34936, Seattle, WA (425) 251-5800 Mack Trucks, Inc.,25619 Pacific Hwy S, Des Moines, 'WA (253) 529-0258 5.2 Bank References Mountain Pacific Bank, 19705 Hwy 99, Lynnwood, WA 98036 Rick Resse guie, 425 -263 -3 53 0 5.3 Surety Bonding Company:NAS Surety Group 1420 Sth Ave, Suite 2200, Seattle, V/A 98101 Bonding Agent:Hentschell & Assoc. 621Pacifr,c Ave, Suite 400, Tacoma, Vy'A 98402 6. Financing 6.I (6.1.1) After bid opening, financial information may be required by the City 6.1.2 Bernston Porter & Company, PLLC 155 108th Ave NE, Suite 510 Bellevue, WA 98004 800-876-693 1 6.1.3 After bid opening, financial information may be required by the City. If requested, the relationship and financial responsibility of the orgarization is identical to that named on page 1. 6.1.4 N/A 6.2 The organization whose financial statement may be requested after bid opening, will act as guarantor of the contract for construction. SCI Infrastructure, LLC Page 6 of 7 Statement of Qualifications City of Kent Iune23,2020 7. Signature 7.1 Dated at this 23rd day of Jqne ,2020. Name of Organization: SCI Infrastructure. LLC By Title: 7.2 Mark $coccolo, 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 23 day of June , 2020 Notary Public: My SCI Infrastructure, LLC Page7 of 7 JENNIFER LEA SCOCC NotarY Public State of Washington My Commission ExPires oLo 24,2021 REVISED: 1012112019 EQUIPMENT LIST TRACTOR/LOADERYBAC KHOES John Deere 310 Backhoe åtff|F- tmi. WHEEL John Deere Komatsu Caterpillar Caterpillar Caterpillar Caterpillar Caterpillar LOADERS B44K 3BO-B 930G,H Loader 962G Loader 92BG Loader 93BH Loader 950H Loader 2 dlrr dlrr rJ¡rr dlr.flrr f,lrr dlrrflrr Õ GOMPACTORS Caterpillar 815 Pad Foot 1 Mamm 3412 Compactor 1 Caterpiflar CS563 Compactor 2 Dynapac CA 150D Single 1 Drum Wacker 1.5T Double Drum 1 & *È&&& eÈ MOTOR GRADERS Caterpillar 140H Grader Caterpillar 160M Grader Caterpillar 140G Grader 2 1 1 #+r¡ dEhfr TRUCKS Mack End Dump w/Trailer Mack End Dump ARTIGULATED TRUCKS John Deere 400D SWEEPER TRUCKS Tymco 600 dt út {t úË} $Ê $Þ É*s* 4 2 4 r'. Jlb .'dbt SPECIALTY EQUIPMENT 3-4000 Gallon Water Trucks Asphalt Grinder Light Plants, Generator Sets, Air Compressors Sweeper Broom 20F 2 REVISED: 1012112019 EQUIPMENT LIST X.elp r^9.ß un d'ùe' N oñ1N e't EARTHMOVERS Caterpillar 6238 ScraPers Caterpillar 631D ScraPers + fr l.rrl |}ìl ryT t fr¡.Ð l|Ð ryT lrÐ¡ñ SCI tnf rastructure,LLC DOZERS Caterpillar D-9 Caterpillar D-B Caterpillar D-5 Komatsu D61 John Deere 1050 John Deere 850 John Deere 700 John Deere 650 John Deere 450 Dozers Dozers Dozers Dozers Dozers Dozers Dozers Dozers Dozers 1 ü FN Fü. Gtr ü ücÕr. tÜ{ FÕr.1l--l EXCAVATORS Caterpillar 349E Yanmar V-io55 Caterpillar EX330D Volvo 210LC Komatsu 240LC10 Caterpillar 320ELLR Caterpillar 314DLCR Komatsu PC128 Komatsu PC13B John Deere 245G Komatsu PC490 Yanmar V-io45 Kubota U35 *Þ *ÞÞ*ÞÞ Þ Þ tllÐ) *ÞÞ Þ rt> Þ ,Þ *> 97, Þ Excavator Excavator Excavator Excavator Excavator Excavator Excavator Excavator Excavator Excavator Excavator Excavator Excavator 1 4 1 I 1 2 1 1 J 1 1 3 1 Þ rlÞ ¡l!Ð> 10F2 JOB #1802GGCurrent as of June 2020ERYAGENCYBayley Construct¡on, LP8005 SE 28th StreetMercer lsland, WA 98040206-621-8884Absher Construction Company1001 Shaw RoadPuyallup, WA 98372Brock McNally, 253-845-9544Andy Johnson & CompanyTukwila School Distr¡ct No.406PO Box 46Olympia, WA 98507Derek BoysenPuget Sound Energy, lnc.20111 120th Ave NE, Building OBothell, WA 98011Dennis Booth, 425-4'17 -91 88Jody Miller Construction, lnc. /Seattle School District No. 1PO Box 44628Tacoma, WA 98448Josh Miller, 253-537-61 I 6iosh@¡odvm illerconstruction. comLydig Construction, lnc. /City of Tukwila3180 139th Ave SE, Suite 1 10Bellevue, WA 98005Pease Construction, lnc./Franklin Pierce School DistrictPO Box 98406Lakewood, WA 98496Rick McDonald, 253-584-6606Bayley Construction, LP8005 SE 28th StreetMercer lsland, WA 98040Tony Betz, Project Managertonv.betz@bavlev.net. 206-900-4531ALM Bremerton, LLC /Sierra Construction, lnc.14800 NE N Woodinville WayWoodinville, WA 98072.. sAl-fl JPBts!4R4f 54ft 9Ng2g0 E pRoJ EcrsPROJECT TITLEGlacier Middle School2540 142nd StSeaTac, WA 98168Olympic Middle SchoolReconstruction1825 K StreetAuburn, WA 98002Foster High School Modernization4640 S 144th StTukwila, WA 98168Des Moines Alley lmprovementContract No. 460001 3270Wing Luke Phase 2Tukwila Fire Station #51New Collins Elementary12813 18th Ave ETacoma, WA 98444Tacoma Mall Redevelopment4502 S Steele StTacoma, WA 98409DSES Bremerton7555 Airport Way SWBremerton, WA 98312SCI INFRASTRUCTURE, LLCCURRENT PROJECTSPROJECTAMOUNTBILL$ 3,331,796.00PERCENTCOMPLETED98.0%99.0%95.0%99.0%99.0%95.0%85.0%65.0%SCHEDCOMP.CONTRACTNING$ 66,635.92$ 37,120.00$ 84,127.35'1803SR3,712,000.00Rachel Knudson$ 1,682,547.00M¡ke TungsvikMeriann Talbert5% RET20th of Monthl0% MarkupSusie Johnston5% RET20th of Month5% RET25th of MonthBondlntenVCP1811GG1902(r (tI 905LrLrI 906S\R1907SR1914SRraelvnc(ôaicocontractors.com@lntent/CP$469,179.401O% RETHong NgugenEOM$ r,784,317.00 0% RET20th of MonthA,/P - Cristal JonesAdmin - Fiona HutchinsonEæap@iodvmillerconstruclion lntenUCP$4,691.79$854,000.00$ 17,843.17$ 42,700.00$ 146,850.00$ 1 ,207,040.10Soraya Duffee979,000.00$ 3,448,686.00$ 6,292,186.501O% RET25th of Mthchristen(ôoeaseinc.comlntenVCPMeriann Talbert10% RET20th of Mth2001Page 1 of 225.0o/o$ 4,719,139.88 Current as of June 2020JR Abbott Construction, lnc.3408 lstAve S, Suite 101Seattle, WA 98134206-467-8500Chris Lee, Senior Project ManagerNGC Constructors, Ltd./Marcus Midwest, LLC6565 N MacArthur Blvd, Suite 225Dallas, TX 75039Maarten Koorn, 469-777 -4448SCI INFRASTRUCTURE, LLCCURRENT PROJECTSPROJECTAMOUNTPROJECT TITLEWSDOT NWR HQ RenovationDayton Ave, Project #69049Marcus Theatre Excavation andBackfill$ 936,652.00$ 7,879,564.00$ 233,810.00$ 31,707,387.90BILL DATE1O% RET20th of Mth5% RET20th of Mth10% Holdback25th of MthPERCENTCOMPLETEDQ.Oo/o15.0%0.Oo/oSCHEDCOMP.CONTRACT$ 936,652.00$ 6,697,629.40$ 233,810.00$ 14,297,889.61JOB #200320042005Absher Construction Co./ Auburn Elementary School #15Auburn School District No. 408 13002 SE 304th Street1001 Shaw Road Auburn, WA 98092Puyallup, WA 98372Mike McCanna, mike.mccanna@absherco.com* SCI SUBCONTRACTOR ON THESE PROJECTSPage 2 of 2 Completed Jobs as of February 2020JOB # OWNERiAGENCY1326 Siena Construction Company, lnc./Panattoni Development19900 144th Ave NEWoodinville, WA 98072John Barnes, 425-487 -5200¡ohnba@s¡em¡nd.@m1327 CKY Construction /Dept of the Army, Corps of Engineers302 S sth Street, Suite 310San Pedro, CA 90731Howard Wittenberg, 3 1 0-569-3575hMrd(Ackvinc.@m1328 Mark Huett General Contractor, lnc./Regional Disposal CompanyPO Box 488Clarkston, WA 99403Chance Chacon, 509-243-78551329 Farallon Consulting, lnc. /Conglobal lndustries, lnc.975 5th Ave NWlssaquah, WA 98027Jerry Portele, 425-295-08001330 Total Site Services, LLC / US Army2780 Salk AveRichland, WA 99354Jerry Surdyk, 509-371 -1 000iery@tss8a.@m'1401 Skanska USA / Clover Park School t221 Yale Ave N, Suite 400Seattle, WA 98109Sam Stevens, 206-726-8000Fax 206-726-36651403 SeaOon, LLC165 NE Juniper Street, Suite 100lssaquah, WA 98027Brian Yandell, 425-837 -97 201405 Sierra Construction Company /East Marginal lndustrial, LLC19900 144ih Ave NEWoodinville, WA 98072ENGINEER/ARCHITECTlnnova Engineers950 Pacific AveTacoma, WA253-572-4903SCI INFRASTRUCTURE, LLCCOMPLETED PROJECTSPROJECT TITLERiverton D¡stribution Center#01 -1 3-1 0Seahurst Park Phase llw912DW-1 3-D-1 017-1 0 0001Ferndale Intermodal SiteStormwater lmprovementsCon Global T108Access Corridor Phase 1FY,12 MCA PNT44OBw912DW-13-C-0040Beachwood ElementaryReplacement#4213074-001South Park Industrial Terminal8249 Sth Ave SSeattle, WA 98108#1317Skyline DC440'l E Marginal Way SSeattle, WA 98108NO: 02-13-07PROJECTAMOUNTWORK PERFORMED$ 2,523,225.00 Erosion Control, earthwork, over-ex,paving, underground utiltities$ 2,726,560.00 Demo, Structural Excavat¡on, Waterl¡ne,Storm System, Remove & ReplaceBeach Gravel78,533.00 ErosionControl,UndergroundUtilities,Curb and Gutter$ 88,895.00 Shoring, Excavat¡on, and Pump Station$ 1,654,165.25Clearing/grubbing, topsoil removal,erosion control, earthworldgrading,drainage/ponds, Ex and backfill forbridge foundations, sawcutting$ 1,580,792.00 Demolition, Site Grading, SWPPPTESC, and Asphalt Paving$ 3,081 ,616.00 Demo, TESC, rough & fine grade site,Storm, Sewer, Water linesYEAR % WORK W/COMPL'D OWN FORCEFEB.2015 90%AUG.2014 90%DEC.2013 850/oDEC.2013 100%NOV.2014 89%JUL.2014 1000/0FEB.2015 90%US Army Corps of EngineersSeattle District$Farallon ConsultingArmy Corps of EngineersAHBL206-267-2425Exeltech401 2nd Ave SSeattle. WABarghausen425-251-6222* SCI SUBCONTRACTOR ON THESEPage 1 of 10$ 878,976.00 Site EarthworkFEB.2015 S0% JOB #1406 Union Pacific Railroad/City of Kent'1400 Douglas STOmaha, NE 68179Connie Alvis, 402-544-8553cralvis(ôup.com1407 JR Abbott / A&B Properties3408 First Ave S, Suite 101Seattle, WA 98134-1805Andy Sprague, 206-467-85001408 Pierce County Public Works2401 S 35th StreetTacoma, WA 98409-7485Henry Gertje, 206-7 9B-7 25O1409 Shoreline School District /Terra Dynamics, lnc.PO Box2479Auburn, WA 98071-2479Todd Wood, 253-880-31 001410 Rush Commercial/ Sinclair LLC6622 Wollochet Dr NWGig Harbor, WA 98335Jarrod Fenberg, 253-B5B-3636l4't 1 Carpinito LLCMike CarpinitoCompleted Jobs as of February 2020OWNER/AGENCYAlex Leighton, 425-487 -5200Alexkas¡erE¡nd.@mENGINEER/ARCHITFCTUnion Pacific RailroadFuller-Sears206-682-6170P¡erce County PWRH2 EngineeringTacoma, WA253-327-1521Army Corps of Eng.*. Collins Woerman206-245-2100Barghausen Engineers425-251-8222SCI INFRASTRUCTURE, LLCCOMPLETED PROJECTSPRO.IFCT TITLEPROJECTAMOIJNTWORK PERFORMEDWireline Crossing Maintenance-Emergency Waterline Repair$Emergency Waterlilne Repair at RRlnterurban Sitework & Utiltities$ 1,030,019.62 Earthwork,Sitework,UndergroundUt¡litiesYEARCOMPL'Do/oWORKW/OWN FORCEgth Street E - 190th Ave E to198th Ave E, CRP 5757Shorewood High School, Project 3Fields, Tennis Court & SiteWorkPottery Lift Station2014 Pottery AvePori Orchard, WA 98366Pershing CircleJBLM W912DW-14-D-1002Des Moines Creek Business Park2341 S 208th StreetDes Moines, WA 98198Carpinto LLC Bldg A & Sitework $ 137,755.00 Preload$ 941 ,140.00 Demo, Drainage, Storm Sewer, Surfacing,TESC, Restoration, Traffic Control$ 293,869.50 Strip, culfìll, removal of pavement,Fine grade$ 630,519.80Sitework, elelctrical, concrete, paving,fencing, retaining wall, offsite work forturnkey pump station.$ 309,677.00Demolitition, roadway excavation,sewer and water utilities$ 335,214"37 Erosion Control, Site ClearingiloggingAPR.2015 90%OCT.2014 70o/oJUN.2014 100%sEP.2014 90%APR.2016 100%DÊC.2014 28o/o14121413Cherokee General Corporoation/Seattle Dist Army Corps of Engineers3381 0 Weyerhaeuser Way S, Ste 100Federal Way, WA 98001Andy Chandler, 253-344-5300andv.chandler(adwonoovoro.@mDes Moines Cr Bus Pk PH1, LLC iSierra Construction Company19900 144th Ave NEWoodinville, WA 98072Matt Enany, 425-487 -52001414 City of KentSR516 to S 231st Way Levee* SCI SUBCONTRACTOR ON THESECity of KentPage2of10$ 2,343,972.68 Clearing, Demo, Gravel Borrow,NOV.2015 81% SCI INFRASTRUCTURE, LLCCOMPLETED PROJECTSCompleted Jobs as of February 2020PROJECTENGINEER/YEAR %WORKW#OWNCity of Kent400 West GoweKent, WA 98032Paul Kuehne, 253-856-5500141 5 City of Sumner1 104 Maple StreetSumner, WA 98390Donnelle Dayao, 253-299-5709donnelled(ôci.sumner.wa.us415-0C YMCA of Pierce and Kitsap Counties1416 Regional Disposal CompanyiMark Heuett General ContrâctorPO Bo 488Clarkston, WA 98403Chance Chacon, 509-243-7 8551417 North Thurston Public Schools6620 Carpenter Road SELacey, WA 98053M¡ke Laverty, 360-412-44241418 Graycor Construction Company, lnc.Two Mid America Plaza, Suite 400Oakbrook Terrace, lL 60181Harold Weise, 630-684-71 '10ha@ld re¡se{AoEv@r.@m1501 City of Auburn25 West Main StreetAuburn, WA 9800'14998Seth Wickstrom, 253-931 -30001502 Des Moines Cr Bus Pk PH1, LLC /Sierra Construct¡on Company19900 144th Ave NEWoodinville, WA 98072Matt Enany, 425-487 -5200matte(ôsienaind.com1504 Forma Construction Company/Seattle School D¡strictPublic WorksKPG753 9th Ave SSeaitle, WA 98109206-286-1640Reid M¡ddletonEverett, WA425-741-3800BCRA, lnc.2106 Pacific Ave\Tacoma, WAHu¡t-Zollars8lB Stewart StreetBarghausen EngineersCity of AuburnBrown & CaldwellCollins Woerman206-245-2100Barghausen Engineers425-251-8222Mahlum ArchitectsSeattle, WACP1320, M & O Storm Drainagelmprovements1305 C St SW. Auburn. WADes Moines Creek Business Park2341 S 20Bth StreetDes Moines, WA 98198#011502-001New Thornton Creek Building7711 43rd Ave NEPROJECTlmprovements - South Reach09-3006.2East Sumner NeighborhoodRegional Stormwater FacilitySumner YMCAEverett Transfer Station905 Riverside RoadEverett, WA 98204New Middle School #5Phase I SiteworkSW Corner Campus Glen Dr NE& Hercules Road NE,Lacey, WAFedEx Fife3424 Freeman Rd, Fife, WA 98424#1 1 5003-SC-04AMOUNTWORK PERFORMEDGravity Block Retain¡ng Wall, RetainingWall, Water & Siorm Utilities$ 3,445,885.00 Demo, Gravel Borrow, HDPE Curtain Wall,Storm & Sewer Pipe, Water Quality andDetent¡on Vault, lmprovements$ 294,236"65 Demolition, Storm Drain and WaterUtilities, Roadway Surfacing,Curb, gutter and driveways.$ 339,640.00 Storm drainage utilit¡es; water treatmentstructure; clearing; grading; paving906,596.00 Contaminated Soil Management,Erosion Control, CulFill to subgrade,Storm Drain Utilities$ 5,637,672.31 TESC, Earthwork, storm/sewer/water utiltities, and reduce preloadto 1-ft section.COMPL'D OWN FORCEAPR.2015 83%APR.2015 100%NOV.2014 100%APR.2015 780/NOV.2015 98%DEC.201s 74%FEB.2016 93%$$ 1,818,338.44 Clearing,removals/demo,undergroundutilities, dewatering$ 5,373,063.14 Earthwork, Grading, andunderground util¡ties, and structuralexcavation$ 2,381,053.71 Demo, ecololgy block walls, bakertanks, detwatering, capillary break,* SCI SUBCONTRACTOR ON THESEPage 3 of 10MAR. 2017 970/o Completed Jobs as of February 2020JOB #OWNER/AGENCYOlympia, WA 11489Derek Boysen, 360-754-5788derekb(ôformacc.com1503 Pierce County2401 S 35ih StreetTacoma, WA 98409-7485Henry Gertje, 206-7 98-7 250hoertie@@.o¡eræ.M.us1505 Lydig Construction31 80 1 39th Ave SE, STE 1 1 0Bellevue, WA 98005Adam Wilson, 425-885-331 4Andrew Johnson, 425-885-331 4âwilc^n6llvd¡ñ .ôm1506 City of KentCity of Kent400 West GoweKent, WA 98032Paul Kuehne, 253-856-55001507 JRAbbott/Sammam¡sh Town Center, LLC3408 First Ave S, Suite 101Seattle, WA 98134-1805206-467-85001508 Southwest Suburban431 SW Amabum BlvdBurien, WA 98166Jason Richards on, 206-244-957 5ÊNGINEER/ARCHITECTMahlum ArchitectsSeattle, WACity of KentPublic WorksCEKOlssaquah, WA425-864-8246Southwest SuburbanBarghausen EngineersTENW206-81 7-9400Encompass Engineering& Survey509-674-7433KPFF1 5091510Rush CommercialEdgewood lnvestors, LLC6622 Wollochet Drive NWGig Harbor, WA 98335Jarrod Fenberg, 253-B58-3636ifenberq@therushcompanies.comIsland Enterprises / Squaxin Tribe3591 SE Old Olympi HwyShelton, WA 98584Dan NeelandsTurner Construction Company^f ahoc830 Fourth Ave S, Suite 300Seattle, WA 98134206-255-8270Erik TorkildsonSGI INFRASTRUCTURE, LLCCOMPLETED PROJECTSPROJECT TITLE#P5046#cPR5596Wilson Pacific Elementary &M¡ddle School1330 N 90th StreetSeattle, WA 98103#sc30060-02-002-099SR516 to S 231st Way Leveelmprovements - South ReachRussell Road Upper Levee09-3006.2Sammamish Town CenterNew Administration BuildingSimon's MillMeridian Ave E & 29th St EEdgewood, WAKamilche SR 108 RoadwayYahoo! GQ2 New Data Center1 1 15 lndustrial Loop RdQuincy, WAPROJECTAMOUNTWORK PERFORMEDerosion control, utility adjustments$ 4,704,578.76 Earthwork, Eros¡on Control, ModularReiaining Walls, Waterisewer/StormUtilitites,$ 2,013,788.89 Clearing, Demo, Gravel Borrow,Gravity Block Reiaining Wall, RetainingWall, Water & Storm Utilit¡es$ 4,383,469.25Demo, clearing/grubb¡ng, massexcavation, rock base, rockery wall,irrigation system, siorm/water/sewerutilities, TESC and traffic control.$ 81,303.75 Haul Material Off site$ r ,725,s13.51Erosion Control, Grading, Ponds,Utilities$ 427,645.44 Build 3 future access drives withchannelization, lighting, roadwayimprovements, paving, signageYEAR %WORKW/COMPL'D OVVN FORCENOV.2015 62o/0JUN.2018 95%MAR.2017 80%MAY.2017 93%sEP.2015 100%DEC.2016 91o/oAPR.2016 100%1511* SCI SUBCONTRACTOR ON THESEPage4of 10$ 2,376,075.00 Earthwork, Site Util¡ty WorkAPR.2016 36% Completed Jobs as of February 2020ENGINEER/#etork¡ldsonlat@-æm511-0C Turner Construction Companyl/ahoc "* Encompass Engineering830 Fourth Ave S, Suite 300 & SurveySeattle, WA 98134 509-674-7493Kelby McCorkle,206-255-8270 KPFFSCI INFRASTRUCTURE, LLCCOMPLETED PROJECTSTITLEYahoo! GQ2 New Data Center1115 lndustrial Loop RdQuincy, WARepair Controls Water Main, JBLMw9l2DW-14-D-1002 0008Transportation GatewayS 216th St - Segment 1A24th Ave S to SR 99Des Moines Creek Business ParkPhase 32341 S 208th StreetDes Moines, WA 98198Des Moines Creek Business ParkPhase 3 COMPLETE2341 S 2081h StreetDes Moines, WA 98198S 2681h Street WatermainReplacement & Brightwood ParkSewer Main ReplacementPROJECTAMOUNTWORK PERFORMED$ 30,000.00 TemporaryAccess Roads$ 627,471.25 Earthwork, Water Main$ 3,409,446.18Road wideningiimprovements, clearing,paving, storm drainage, channelization,overhead utility conversion, landscapingilluminat¡on/traffic signal, structuralwalls, soldier pile wall$ 1,704,114.00 Earthwork, crading, andunderground utilities, and structuralexcavation$ 1,574,667.00 Earthwork, Grading, andunderground utilities, and structuralexcavation$ 944,997.32 Water Line, TESC, Sewer Line, BypassSite Demolition, TESC, Cut & Fill,Structural Excavation, SanitarySewer & Water Systems, StormSystem, ROW lmprovements1512 Cherokee-Doyon Government Group/US Army Corps of Engineers Seatile33810 Weyerhaeuser Way S, Ste #100Federal Way, WA 98001253-344-5300Andrew Chandlerandv.chandler@doyonqovqm.com1601 City of Des Moines21 650 1 lth Ave SDes Moines, WA 98198Scott Romano, 206-87 0-65251602 Des Moines Cr Bus Pk PH3, LLC /Sierra Construction Company19900 144th Ave NEWoodinville, WA 98072Justin Kirkiustink(As¡em¡nd.@m1603 Des Moines Cr Bus Pk PH3, LLC /Sierra Construction Company19900 '144th Ave NEWoodinville, WA 98072Justin Kirk, 425-487 -5200iust¡nk(As¡enaind.com1604 Highl¡ne Water District23828 30th Ave SKent, WA 98032Jeremy Delmar, 206-824-037 5idelmar@hiohlinewater.orq1605 JRAbbott/Des Moines Crk Bus Park PHll, LLC3408 First Ave S, Suite 101Seattle, WA 98134-1805Chris Lee, 206-467-8500clee@jrabbott.com1606 City of TacomaUSAESKPG Engineers753 gth Ave NSeattle, WA 98109206-286-1640Collins Woerman206-245-2100Barghausen Engineers425-251-8222Collins Woerman206-245-2100Barghausen Engineers425-251-8222Gray & Osborne701 DexterAve NSeattle, WA206-284-0860YEAR % WORK W/COMPL'D OWN FORCE4PR.2016 100%MAY.2016 94%JUN.2017 58%MAY.2016 83%JUL.2017 87%sEP.2017 100%DEC.2017 85%Barghausen EngineersGSA Lease -GS-1 0P-1W407451$ 3,004,249.59Gravel Detention Facility Expansion $ 2,180,S08.66 Excavation, dewatering, bypass** SCI SUBCONTRACTOR ON THESECity of TacomaPage5of10ocT.2016 860/ Completed Jobs as of February 2020JOB #OWNER/AGENCY3628 S 35th StreetTacoma, WA 98409Jill Tibbs, 253-502-8468itibbs(ôcitvofr acoma.orq1607 Terra DynamicsPO Box2479Auburn, WA 98071-2479Todd Wood, 253-880-31 00todd(ôtenadynamics.com1608 Cherokee General Corporation/US Army Corps of Engineers Seattle33810 Weyerhaeuser Way S, #100Federal Way, WA 98001Andy Chandler, 253-344-5300andv.chand ler(ôdovonoovgm.com1701 City of Vancouver415 W 6th StreetVancouver, WA 98668-1995Matt Hausman, 360-487 -8427iennifer.cl ine(@citvofu ancouver. us1702 Cherokee General Corporation/US Army Corps of Engineers Seattle33810 Weyerhaeuser Way S, #100Federal Way, WA 98001Andy Chandler, 253-344-5300andv.chandler(ôdoyonqovorp.com1703 City of Lacey420 College Sireet SELacey, WA 98503Kevin Cools, 360-438-2639kcools@ci.lacev.wa.us1704 City of Federal Way33325 8th Ave SFederal Way, WA 98003-6325Naveen Chandra, 253-835-7000naveen. chandra@citvoffederalway.com1705 Lydig Construction, lnc./Lake Washington School District3180 139th Ave SE, Ste 110Bellevue, WA 98005Matt McKinney, 425-885-331 4ENGINEER/ARCHITECTEngineering ServicesAHBLUSACE SeattleUSACE SeattleCity of LaceyDept. of Public WorksKPG253-827-0720DLR Group51 University ST #600Seattle, WA 98101SCI INFRASTRUCTURE, LLCCOMPLETED PROJECTSPROJECT TITLEES16-01 14F2517 S 84th StreetLakewood, WA 98499Annie Wright School Soccer Field827 N Tacoma AveTacoma, WA 98403Repair Selah A¡rstrip#w91 2DW-14-D-1 002 001 2970 Firing Center Rd, Bldg 813CYakima, WA 98901Evergreen/SR1 4 WatermainRehab with CIPPRepair Storm Facilities, JBLMw912DW-14-D-1002 001 1Building 2015North 4th & PendletonHogum Bay NE lmprovementsPW 201 1-1 1TIB No. 8-5-197(024)-1FMSIB Project lD 68-2Federal Project SPU5-529r (001)S 356th St lmprovementsPacific Hwy S to Enchanted Pkwy SPROJECTAMOUNTWORK PERFORMEDg 424,714.99 Demolition, TESC, dra¡nage andgrading for field, sanitary sewer, andretaining wall$ 2,584,315.00Contract Terminated by GovernmeniEarthwork, pavement demo,excavation, trenching/backfill,restoration, drainage, grading, andutiltities$ 404,846.90 CIPP watermain replacement$ 121 ,150.00$ 6,250,234.00$ 3,890,299.10Street improvemenis with paving, curb,gutter, sidewalk; drainage and waierimprovements; retaining wall; utilityundergrouding ; traffic signal/illuminationYEAR %WORKW/COMPL'D O\'JN FORCEDEC.2016 100%JUN.2017 500kAPR.2018 800JUL.2017 100%MAY.2018 61%Redmond Ridge Elementary School $ 1,918,653.00 Earthwork & Utilities9595 Eastridge Dr NERedmond, WA 98053"* SCI SUBCONTRACTOR ON THESEPage 6 of l0APR.2019 880/0 Compleied Jobs as of February 2020JOB # OWNER/AGENCYENGINEER/ARCHITECTSC¡ INFRASTRUCTURE, LLCCOMPLETED PROJECTSPROJECT TITLERedmond Ridge Elementary School $Mechanical ExcavationRedmond Ridge Middle SchoolN 99th PlaceRedmond, WA 98052L50 Shelton Hills202241 146 CIPP Stormsw-0318717S 168th Street DrainagelmprovemenisHawley Road Levee-Connectionto SR 167, #16-30132017 County Wide Crush¡ngER,I7PROJECTAMOUNTWORK PERFORMED45,000.00 MechanicalExcavation$ 3,1 34,61 1 .00 Earthwork & Utilities$ 59,500.00 Access Road and Trenching$ 16,670.00 Remove & Replace Manholes$ 198,715.50 Drainagelmprovements$ 88,657.80$ 756,500.00 Crushing and stockpiling top courseand base course1705- Lydig Construction, lnc./0001 Lake Washington School District3180 1 39th Ave SE, Ste 1 1 0Bellevue, WA 98005Matt McKinney, 425-885-331 41 705- Holmberg Contractors/0002 Lake Washington School District15400 SE 30th Place, Ste 100Belleuve, WA 98007Wade Bailor/Mark Tobin, 425-822-22331706 Lydig Construction, lnc./Lake Washington School District31 80 139th Ave SE, Ste 1 'l 0Bellevue, WA 98005Matt McKinney, 425-885-331 41707 Hall Equities Group1855 Olympic Blvd, Suite 300Walnut Creek, CA 94596Tom Miller, 925-933-4000x228tomm@halleouitiesorouo.com'1708 Port of Seattle/lnsituform Technologies, LLC19165SW119thAveTualatin, OR 97062Roberto Rizo, 503-339-5500rrizo@aeolon.com1709 City of SeaTac4800 S 188th StreetSeaTac, WA 98188-8605Colum Lang, PE. 206-973-48001710 City of Kent400 West GoweKent, WA 98032Jason Barry, 253-856-5500171 I Douglas County Transportation& Land Services140 1gth Street NW, Suite AEast Wenatchee, WA 98802Aaron Simmons, 509-884-71 73DLR Group51 University ST #600Seattle, WA 9810íDLR Group51 University ST #600Seattle, WA 98101DLR Group51 University ST #600Seattle, WA 98101SCJ AllianceLacey, WAKPG3131 Elliot AveSeattle, WA 98121206-286-1 640City of KentRedmond Ridge Elementary School $ 274,400.00 Structural ExcavationStructural ExcavationJob 30095-17-10YEAR %WORKWCOMPL'D OWN FORCED8C.2017 100%DEC.2017 100%AUG.2019 90%JUL.2017 100%JUL.2017 950/oocT.2017 77%** SCI SUBCONTRACTOR ON THESEPS&EPageTofl0APR.2018 68% Completed Jobs as of February 2020JOB #ô\^/Nttrp/afìtrNtìv1712 Rainier Golf & Country Club11133 Des Moines Memorial DrSeaitle, WA 98168206-242-22221715 Metropolitan Park District of Tacoma4702 s 19th stTacoma, WA 98045Debbie Hall, 253-305-1 096deboEh(Ala@maparks.@m1716 City of Lacey420 College St SELacey, WA 98503-1238l717 Seattle Housing Author¡ty/Rhine Demolition, LLC1124 1121h Street ETacoma, WA 98445Jason Roosa, 253-537 -58521804 Rhine Demolition/Seattle School District1124 112th Street ETacoma, WA 98445Jason Roosa, 253-537 -5852jasonr@rhinedemolition.com1805 JR Abbott IMCA of Greater Seattle3408 First Ave S, Suite 101Seattle, WA 98134Michael Lucas, 206-467-8500mlu€s@¡Ebbott.@m1805- JR Abbott fMCA of Greater Seattle0002 3408 First Ave S, Suite 101Seattle, WA 98134Michael Lucas, 206-467-8500mlu€s@¡rabbott.@m1806 Absher Construction Company/Highline School District No.4011001 Shaw RoadPuyallup, WA 98372David Becker1808 Terra Dynamics /SCI INFRASTRUCTURE, LLGCOMPLETED PROJECTSPROJECT TITLEPROJECTAMOIINTWORK PERFORMEDCountry CIub Tee Box Construction $ 79,430.00 Reconstruction of Tee BoxesYEAR %WORKW/COMPL'D OWN FORCEocT.2017 100%MAR.2019 55%AUG.2018 80%APR.2018 97%JAN.2019 97%AUG.2019 94%AUG.2019 100%ocT.2019 89%ENGINEER/ARlìHITtrlìTCity of Tacoma /Waterfront Phase 1SR 163 N 46th to N 54th StContract# 2017155JParametrix2017 W atet I rmprovementsPW 2017-26Yesler Terrace RedevelopmentBorenAve&EYeslerSeattle, WANAC ArchitectureWing Luke ElementaryKPFF Consulting EngEast Hill YMCA,/MorrillMeadows GardensSteve RaudenbushKPFF Consulting Eng.East Hill YMCA-ROWMorrillMeadows GardensSteve RaudenbushHutteball & OremusZenith Park EIementary1 598 S 240th StDes Moines, WA 98198Ganett GunsaulsSummit Park & Ball Fields$ 2,406,904.63 Constructing a roundabout, sidewalk,Iandscaping, storm improvements,illumination and signal modifications$ 900,470.14 3800 LF, 4-, 8-, 12- inch water main,water service lines, connection toexisting, abandonment, pavement restor$ 94,740.00 Water Main lnstallation$ 931 ,086.00$ 2,297,353.00Adam EvansDanielle Mello (waivers)$ 329,110.00$ 4,457,505.00TESC, Site Demolition, Mass-ExcavationStructrual Excavation, rockeries, cement-treated soil, sanitary sewer system, stormdrainage, water system, traffìc controlGarrett TapiaJoe Turner* SCI SUBGONTRACTOR ON THESESLA Landscape DesignPage 8 of 10$ 817,498.00 Demo & clearning, earthwork andJUN.2019 100% SCI INFRASTRUCTURE, LLCCOMPLETED PROJECTSCompleied Jobs as of February 2020OWNER/AGENCYCity of Maple ValleyPO Box2479Auburn, WA 98071-2479Vern Orr,253-880-310018'12 Porl of SeattlePO Box 1209Seattle, WA 981 11-1209Jo Woods, 206-787-3239'1901 Rhine Demolition, LLCiKing County1124 1121h Street ETacoma, WA 98445Jason Roosa, 253-537-58521904 A&B Properties6120 52nd Ave SSeattle, WA 98118Louis Sanft, 206-930-9324'1908 Graham Contracting, Ltd. iWSDOT568 First Ave S, Suite 400Bellevue, WA 98104Jeff PietzBret Miche, 206-91 5-0904bretm(ôqrahamus.com1909 Hensel Phelps/Tukwila School D¡strict15375 SE 30th Place, Suite I 1 0Bellevue, WA 98001Troy Alexander, 425-646-2660talexander(ôhenselohelps.com1910 Hensel Phelps/Tukwila School District15375 SE 30th Place, Suite 1 10Bellevue, WA 98001Troy Alexander, 425-646-2660talexander@henselphelos.com1911 Hensel Phelps/Tukwila School District15375 SE 30th Place, Suite 110Bellevue, WA 98001Troy Alexander, 425-646-2660talexander@henselohelos.com1915 Bayley Construction, LP8005 SE 28th StreetENGINEERlARCHITECT& City of Maple ValleyPort of SeattleKing CountyDept. of TransportationA&B PropertiesWSDOTAHBLAHBLAHBLBCRATacoma, WAECT TITLEPROJECTAMOUNTYEARCOMPL'D%WORKWOWN FORCEMaple Valley, WAOn-Call Sno Removal andRemoted LandslideContract S-00319654King County lnterim BaseBuildiung Demolit¡onWarehouse Backflow83 1 sth Ave SKent, WAOlympic Region Maintenance &Admin FacilityCascade View Elementary13601 32nd Ave STukwila, WA 98168Thorndyke Elementary4415 S 150th StTukwila, WA 98188Tukwila Elmentary5939 149th StTukwila, WA 98168Alderwood Mall RedevelopmentWORK PERFORMEDfi nish grading, storm/sanitary/waterdistribution systems, and roadimprovements$ 35,000.00 On-call snow removal$ 300,685.00 Demolition, eros¡on controt, fine grade,curbs, driveway, traffic control$ 71 ,016.00lnstallation of BackflowpreventionFE8.2019 1000/.JUN.2019 95%DEC.2019 1000/0AUG.201S 1Ù0o/oocT.2019 99%ocT.2019 99%ocT.2019 990/ù$ 525,773.83 Earthwork and utilities, trenching forelectrial, TESC, roof and footing drains,Offsite Roadway, Traffic Control182,975.00 Sitework, Excavation,andunderground ut¡lit¡es$ 471,724.00 Sitework, Excavation, andunderground utilities$ 365,281 .00 S¡tework, Excavation, andunderground utilitiesSWPPP, excavation, underground* SCI SUBCONTRACTOR ON THESEPage I of l0T&MuiilitiesNOV. 20'19 1000/" SCI INFRASTRUCTURE, LLCGOMPLETED PROJECTSJOB #Completed Jobs as of February 2020OWNER/AGENCYMercer lsland, WA 98040Mike Tungsv¡k, 206-621-8884mikc tr rnocviklâ)havlcv ncfENGINEER/ARCHITECTPROJECT TITLEPROJECTAMOUNTWORK PERFORMEDYEAR % WORKWCOMPL'D OWN FORCE253-627-4367The project listed above were successful projects. Our performance for Quality Control, Safety Record, Timeliness of Performance, Use of Skilled Personnel, Management ofSubcontractors, Availability of and use of Appropriate Equipment, Compl¡ance with Contract Documents; and Management of the Submittals Process and Change Orders werewhat made these project successful.We have been in business for over 59 years. Many of our employees are long-term; 15-20 years wth the company. They know how tc work and communicate well together. Weuse subcontractors that have been efücient and competent ¡n the past; therefore we are assured of h¡gh-level work and product from them. Much of our equ¡pment has beena staple in our work and therefore our field personnel are very familiar with each individual piece of equipment and know its highest and best use. When a specifìc task or uniquesituation arises, we rent equipment suitable for the needs of the activity to supplement our owned fleet of equipment. Our staff is very familiar with the submittals andchange order processes and work to insure a smooth operation on the administration of each job to adhere with the contract documents.* SCI SUBCONTRACTOR ON THESEPage10of10 BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This statement is requíred by state law (RCW 39.04.350(1)(d)) 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 (June 23, 2020), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). SCI INFRASTRUCTURE, LLC Bidde Business Name Qt7-L sig re of Authorized Official* V¡tpv 9ra/,¿-¿L-ô Printed Name t'1*^, fîtzeÆ- T¡tIE 0At -LE*-¿-l)e,>x-Ttr:.-\^/A Date City State x 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 authoríty to sign). If a co-partnership, proposal must be executed by a partner. Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 24 June B, 2020 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification ís 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 (June 23, 2020), 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. TSI INFHASTRUCTURE' LLT Bidder's Business Name ,UrLfu&u-{- Signature of Authorized Official* \\4 kzt¿- S .e ¿-co L,¡c Printed Name F4 /$J Ktzre;v- T¡tIC 0G -L4 -z¿.a''tYwx (t<WA- Date City State x 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. Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 25 June 8, 2020 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 forty five (45) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, peformance 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 5olo 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 _t _t _t 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:9 0 .-l-7 .-7-Õ SCI INFRASTRUCTURE, LLC N^MÊ[%IDDER Signature of Authorized Representative S ¿.o ¿-¿l-1 (Print Name and Title) LSvl 3 lv+-rv1 9-( Address Sl*,x*(te W/t 2ØtBç Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 26 June 8, 2020 t, BID BOND FORM KNOW ALL MEN tsY THESE PRESENTS: That we, SCI lnfrastructure, LLC "_ ... _ _ "*, as principal, and North American Specialty lnsurance Com as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the pen al SUm Of FivePercent(5%)ofTotat B¡dAmount-- Dof fars, 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 condítion of this obligation is such that if the Obligee shall make any award to the Principal for Reith Road water Main rmprovements - 3gth Avenue South ta 42"d Avenue South/Project Number: 19-3OO5 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 CIbligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal arnount 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 DATEp T¡115 23rd ÐAY OF June 2420, sct I re, LLC By: PRTNCIPAT lnsurance Co Julie A. Craker, Attorney-¡n-Fact North By: SU 20 Received return of deposit in the sum of Re¡th Rd Water Mä¡n lmprovements/Almaroof Project Number; 19-3005 27 June B, 2û20 S}YISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GEI\IERÄL POTVER OF' ATTOR¡TEY KNOW ALL MEN BY THESE PRESENTS, TIIAT Nolh American Specialty Insurance Company, a corporation duly organized and existing under laws of the State ofNew Hampshire, and having its principal office in the City of Ovcrland Parþ Kansas, and Washington International Insurance Compan¡ a corporation organized and existing under the laws of the State of New Hampshire and having its principaloffice in the City of Overland Parh Kansas, each does hereby male, constitute and appoint: TTIOMAS P. HENTSCHELL, BRADLEY A. ROBERTS. JULIE A. CRAKER KAREN J. SMITH, and JOANNE REINKENSMEYER JOINTLY OR SEVERALLY Its tue and lawñ¡l Atùomey(s)-in-Fact to make, execute, seal and deliver, fo¡ and on its behalf and as its act aûd deed" bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contacts of suretyship as arc or may be required o. periútted by law, regulatio4 contact or otherwise, provided that no bond or undertaking or contact or suretyship executed under thii authority shal óxceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attomey is grarnted and is sþed by facsimile under and by the authority of the following Resolutious adopted by the Boards of Directors of both North Anerican Specialty Insurance Company and Washington IntÉmational Insurance Company at meetings duly calle¿ and held on the 9û ofMay,2Ol2: "RESOLVED, that any two of the Presidents, any lvfanaging Dir€ctor, any Senior Vice hesident, any Vice hesiden! any Assistant Vice hesident, the Seüetary or any Assistant Secretary be, and each or any of them hereþ is authorized to execute a Power of Attomey quaúryiog the attomey narned in the given Power of Attomey to execute on behalf of the Company bonds, undertakings and all conüacts of surety, aoä tix.ä"ft-or any of them hereby is authorized to ottest to the execution ofany such Power ofAttomey and to attach therein the seal ofthe Cômpany; and it is FURTIIER RESOLVED, that the sip.atwe of zuch officers and the seal of the Company may be affixed to any such Power of Attomey or to any certificate relating thereto by facsimile, and any zuch Power of Attomey or certificate bearing zuch facsimile signatures or facsimite seal shall be þi¡ding upon the Company when so affixed and in the future with regard to any bond undertaking or contact olsurcty to which it is attached." By 8ttm?.Atrdqxl' & gc¡lor Vicc Sd¡or V¡É Èrdddt otwl¡ùi!3to! ht@Í¡oúl Irru Clu¡uyhdot of Norù Arrlen Spciþ hm Cooprry BvMbhr.tÀ Itó, ¿l Sc¡ior \Ire Prall@t otNorth ^ncrio Spæhfty llrmæ Conpüy IN WTINESS WHEREOE North American Specialty Insurance Company and Washington Intemational official seals to be hereunto atrxed, and these presents to be siped by their authorized officers this l9 day North American Specialty Insurance Company Washington Intern¡tional Insurance Company State of Illinois County ofCook Insurance Company haveof JANUARY caused thcir 2018 ss: On this 19 day of JANUARY 20-!J- before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice preside¡rt of Washington Intemafional Insu¡ance Company and Senior Vice P¡esident ofNorth American Specialty Insurance Company and Mchael A. Ito . Senior Vice hesident of Washingtr¡n International Insurance Company and Senior Vice hesident of Ñorth American -Sp.äiatty l"s,rrance Cgmpan¡ personally tnown to me, who being by me duly sworn, acknowledged that they siped the above Power of Àtto-.y as officers of and acloowledged said instrument to be the voluntary act and deed of their respective companies. M. ltcrrn¡." Nctaqr Public I' Jeftev Goldbere . the duly elected Assistant Seçreta¡¡ of North American Specialty Insurance Company and WashingtonIntemational Insurance Company, do hereby certify that \e above and foregoing is a tue and correct cópy of a power oiAúomey given b] said NorthAmerican Specialty l¡surance Company and Washington International Insr¡rance Company, which is stiifin n¡U force and effect. INWTINESSWHEREOF, IhavesetmyhaodandaffixedthesealsoftheCompaniesthis nødavol June ,202Q . ,11./"/ ,)-: u'{''.;-.. .t SEÀL :l:llìrq¡r Jcüty coldbsrg; Viø PrBid6t & AllirbDt Su€rüy ofWuhingtû!Intmúi@d Inmæ Cmp¡ry& Nr6 AnËri¡¡& S?æiâltytlaffiìcG Cmpury I (l d CITY OF KENT COMBINED DECLARATION FORM¡ NON-COLLUSTON, MTNTMUM WAGE NON.COLLUSION DECLARATION l, by signing the proposal, hereby declare, under penalty of perjury under the Iaws of the United States that the following statements are true and correct: 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, f 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 I Reith Road Water Main Improvements 38th Avenue South to 42nd Avenue South Project Number: 19-3OO5 NAME OF PROJECT SCI INFNASTRUCTURE, LLC NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESE Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 28 F BIDDER June 8, 2020 I tt I This chanoe order form is for examole ourposes onlv. By submittinq a bid, the bidder aqrees to be bound bv the terms of this chanqe order form for anv chanse orders, CHANGE ORDER NO. [Enter # t, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Name] ("Contractor") CONTRACT NAME & PROJECT NUMBER: [Insert Name of Original Contract & Project #. if applicable] ORIGINAL CONTRACT DATE: llnsert Date Oriqinal Contract was Signedl 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: l. Section 1 of the Contract is hereby modified to 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 datel 2, The contract amount and time for performance provisions of Section 1 of the Contract are also modifÍed as follows: Original Contract Sum, (íncluding applicable alternates and WSST) $ Net Change by Previous Change Orders (incl. applica ble WSST) $ Current Contract Amount (incl. Previous Change Orders) $ Current Change Order $ Applicable WSST Tax on this Change Order $ Revised Contract Sum $ Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 29 June 8, 2020 Original Time for Completion (ínsert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (*) for this Change Order working days 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 completíon 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: By (signature) Print Name (t¡ue) DATE CITY OF KENT: By (signature) Print Name:Timothv l-Porte. P.E.Its Public Works Direc DATE, ("t@ APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 30 June B, 2020 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention ¡s 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 .¡,..¡.!..¡r¡.¡.¡rr¡ Order of Contgnts'.....'..r..¡r¡..¡r¡¡¡¡.r¡¡¡¡r¡r.¡r.¡...r¡¡¡¡..r.t.rr.r¡rr¡r.r¡¡.¡.¡.r¡¡.r.rrrr¡¡ Invitation to Bid.¡r¡.r.¡¡¡rrrr.r¡¡¡¡¡r,¡.r¡r.¡rrrrrr¡¡..rr r,¡,rr!,..rr¡r Contractor Compliance Statement........., .r..¡¡rlrr...¡,¡¡¡..r,,¡.rrr.¡.r Date ¡¡. ¡.. r rr, ¡r¡. ¡. r. ¡ ¡ ¡. r r rr.. r. ¡. ¡ ¡. ¡ ¡.r ¡ ¡rrr ¡ ¡¡ r. r. ¡ r ¡. ¡ r..r ¡r.rr.. ¡r.r ¡¡ r.rr ¡ ¡.. r ¡¡ Have/have not participated acknowledgmeJlt...,.....r.¡.¡¡¡r.¡¡.¡rr,.¡¡r Signature and address .r.r¡¡¡.¡..r.r r¡¡rr..r¡..¡¡rr.¡...¡rr¡¡¡r. Declaration - City of Kent Equal Employment OppoÊunity policy,r¡..,,. Date and signature.¡¡r¡¡rrrr¡¡..¡.¡¡rrr.¡..¡..¡.rr¡r.¡.¡r.¡rr.¡r.r.¡¡r.r¡r.¡r¡.r.r¡..¡. Administrativg Policy ¡.¡.rrrr¡¡r.¡¡rrrrr¡.r¡.¡..r.rr.rr¡r.!.r.r.r.r¡.¡rrrrrr¡¡¡.¡r.¡r.¡ri.¡.¡¡.r Proposal rrrr.r¡r.¡rrr¡rr¡¡.¡rrrrrrrr rr¡rr.¡..r.r¡rrrr.rr.rr¡.¡rr ..,,,.,....n/ First line of proposal - filled in Unit prices are correct Minimum bid prices are correct., ..¡¡rr¡ Subcontractor List (contracts over $tM - HVAC, plumbing, & Etectricat).,..,....... Subcontractors listed properlyrrr.r.¡rr¡¡...rr..r¡r¡rrr..,.¡.¡......¡¡.¡.....¡¡.r¡ Signaturê........... .¡r¡¡.rr¡¡rrr.¡..¡¡:¡¡r.r¡rrr¡¡¡¡..¡..¡r.¡¡r.t.¡.r¡r¡¡¡..r. Subcontractor List (contracts over $M - Structural Steel & Rebar Installation) ... Subcontractors listed properly .¡¡¡.r.¡.r¡¡¡! r,¡.r¡r¡¡r Datg and signature ..¡r¡rr¡r¡¡.rr ¡rr.,rr.¡.rrrr¡¡¡r¡rrr.¡.¡¡¡rrr¡¡.r.¡¡¡rr Contractor's Qualification StatgmeJlt .,........¡r¡r..¡¡ir¡rr¡r.¡.¡¡¡.r¡¡rrr...¡¡¡rrr.¡.r Complete and notarizgd ¡¡rr.¡¡¡¡.r¡,¡.¡rr.r¡¡¡rr.r.rr.rrr¡¡¡¡.¡¡r¡¡.¡..¡.rrr¡rrr.rr¡¡ Statement that Bidder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutesr¡.¡¡...¡r,.¡...¡¡.r Proposal Signature Page r¡r.rrrr¡¡¡r.r!¡..r¡¡¡¡¡.¡¡.r.r¡.¡r¡.¡.¡.¡r.¡.rrr.r.r.¡¡..r¡....¡¡¡¡¡r All Addenda acknowledged............¡.r.,¡..¡r¡rrr¡!¡¡¡¡i¡r¡¡.¡¡r¡..¡¡.¡¡r.¡¡¡¡r¡ Date, signature and address r¡¡rr¡r¡r.rrrr ¡¡¡r.rrrrrrr¡¡rrrrr¡¡.¡¡¡.r Bid Bond Form r¡rrr¡¡¡rr¡r.r..¡r¡¡¡r¡¡¡.rr¡r¡¡¡¡rrrr¡rrr.¡¡r¡r¡.r.¡!¡..¡¡¡¡¡.r.rr¡r¡¡¡.rr¡.¡¡¡¡¡r.r Signature, sealed and datgd .....,.....r.¡rrr.r.¡.¡.¡.¡r.¡¡rrr.¡¡r.¡r.¡.¡r¡r¡¡r.r ..( Power of Attorney..........r¡.r¡r¡.r¡.¡rr.¡rrrr.rr¡¡.¡r¡rrr¡¡¡¡¡.¡.¡.¡r¡¡¡..r¡.¡r.......{ (Amount of bid bond shall equal 5o/o oî the total bid amount) Combined Declaration Form ¡.¡¡rrr.¡¡¡..¡rrrrr.¡r¡,¡r¡.¡,rrr.¡¡¡rrr¡¡t¡.¡ri¡rrrrr.¡ .......,.V Signaturê....r....'.rr.¡r¡r¡¡rr¡r¡¡¡rrrr¡.¡r¡..r¡.¡r¡.¡¡r¡¡.rrr¡r.r.r¡r.¡.¡r¡¡..r¡.r.¡rr. r...W { {-VV ú ú úV ú ø/ Change Order Form (Example) Bidder's Checklist ¡¡¡r.rrrr¡.r¡¡r¡r,r w {_,VV ú B/trV úa/(- {e/wVE/V ú- { The following forms are to be executed afterthe Contract is awarded:A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENTAND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed:A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Reith Rd Water Main Improvements/Almaroof 31 June g, 2020 Project Number: 19-3005 JUr- 3 s ?0æ PAYMENT AND PERFORMANCE BOND TO CITV OF KENTKET W^ttrttofof Bond No. 2280314 KNOWALL MEN BY THESE PRESENTS That we, the undersigned,SCI lnfrastructure, LLC as Principal,And North American Specialty lnsurance Company â 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 $61p,.188.75 . together with any aQjustments, 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, Llnder and pursuant to a motíon, dufy made, seconded and passed by the City Council of the City of Kent, Kíng 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 Reith Road Water Main lmprovements - 38th Avenue South to 42nd Avenue South./Project Number: 19-3OO5 (which contract is referred to herein and is made a part hereof äs 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 prqjects only, if the Principal shall faithfully perform all the provisions of said contract in tlre manner and within the time herein set forth, or withín such extensions of time as rnay be granted under the said contract, and shall pay all laborers. mechanics, subcontractors and material rnen, 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 perforrnance 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 th¡s obligation shall be voíd; but otherwise it shall be and remain in full force and effect. lN 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. Reith Rd Water Mafn lmprovements/Almaroof Prq¡ect Number: 19-3005 32 June 8, 2O2O TWQ WITNESSES ÐATE: SCI lnfrastructure, LLC D*,, fl"J PRINCIPAL (enter principal's name above) BY TITLE DATE:7- tó-zd CORPORATE SEAL North Americah Specialty lnsurance Company PRINT NAME DATE:7 [rcfzo SURETY CORPORATE SEAL:BY ne n DATE:7t10t2020 TITLE:Attornev-in-Fact ADDRESS:1436 S. Union Ave. Tacoma, WA 98405 CERTI FICATE AS TO CORPORATE SEAL I hereby cert¡fy that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal of the said Corporation; that ¡ know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body, SECRETARY OR ASSISTANT SECRETARY Reith Rd Water Main lmprovements/Almaroof Project Number: 1 9-3005 33 June B, 2O20 I SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL PO\ryER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the Cify of Overland Park, Kansas, and 'üashington Intemational Insurance Company, a corporation organized and existing under the laws of the State of New Harnpshire and having its principal offlrce in the City of Ovedand Park, Kansas, each does hereby make, constitute and appoint: THOMAS P. HENTSCHELL, BRADLEYA. ROBER TS, ruLIE A. CRAKER, KAREN J. SMITH, and JOANNE REINKENSMEYER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for antf on its behalland as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship execnted under this authority shall exceed the amount of: FIFTY MILLIoN ($50,000,000.00) DoLLARS This Power of Attomey is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boa¡ds of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9th of May,2012: *RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifuing the attomey named in the given Power ofAttomey to execute on behalfofthe Company bonds, undertakings and all conhacts ofsurety, and that each or any ofthem hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Cornpany; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attomey or to any certificate relating thereto by facsimile, and any such Power of Attomey or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract ofsurety to which it is attached." By Steve¡ P. "A¡deöo!, Se¡lor Vlce Prçlde¡t of WNhltrgtotr Itrten¡do¡¡l llsuuæ Comprtry & Senior Vlce PrsldeDt of Noltb Ämerl@ Speclalty InsuntrE CoDpany Bv Michsel A. Itä, & Scrlor Vlce Presidert ofNorth Americ¡o Speci¡lty InsuraDce Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington Intemational Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized ofñcers this I 9 day of JANUARY , 2¡ I I . North American Specialty Insurance Company \üashington International Insurance Company State oflllinois County ofCook ss: On this 19 day of JANUARY 20 18 . before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington Intemational Insurancc Company and Scnior Vicc Prcsidcnt of North Amcrican Specialty Insurancc Company and Michacl A. Ito . Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attomey as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companíes. M- Kenny, Notary Prrtrlic I, Jeffrey Goldberg . the duly elected Assistant Semetarv of North American Specialty Insurance Company and Washington Intemational Insurance Company, do hereby certi$r that the above and foregoing is a true and correct copy of a Power of Attomey given by said North American Specialty Insu¡ance Company and Washington Intemational Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 10th day of July ,20 20 Jeffrey Goldberg, Vice Pr6ident & Assistant Secretary of Wæhiúgton Intemational Insuance Compmy & No¡th American Specialty Insurmce Company SÊAL CONTRACT THIS AGREEMENT, is entere d into between the CITY OF KENT, a Washinqton SCI INFRASTRUCTURE, LLC 1 municipal corporation ("City"), and organized under the laws of the State of r,Vk9+ r r¡kfoÑ , located and doing business at ("Contractor"). WITN ESS : 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: The Contractor shall do all work and furnish all tools, materials, and equipment for: Reith Road water Main rmprovements - 38th Avenue south to 42"d Avenue South/Project Number: 19-3OO5 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 2020 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 2020 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 afterthe City issues its Notice to Proceed and work shall be physically completed within forty five(45) working days. The term of this Contract shall continue until all work has been completed, Final Acceptance has occurred, and all Contractor obligations have been fulfilled, 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. The total contract amount for all Work performed under this Contract, including Washington State Sales Tax, is $615,188.75. 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. 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, Reith Rd Water Main Improvements/Almaroof Project Number: 19-3005 2 3 34 June 29, 2020 4 5 7 I 6 It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, iqiuries, 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 irjuries 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 competentjurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily iflury 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 PROVI DED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL I NSURANCE,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. 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. 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. 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. Reith Rd Water Main lmprovements/Almaroof Project Number: 1 9-3005 35 June B, 2O2O CITY OF KENT BY DANA RALPH, MAYOR DATE ATTEST KIMBERLEY A. KOMOTO, CITY CLERK APPROVED AS TO FORM KENT LAW DEPARTMENT CONTRACTOR SCI INFRASTHUCTURË, LLC BY PRINT NAME Çt¿-z--¿ N fç,røa_ s TITLE DATE tt1-l L -Vb Reith Rd Water Main lmprovements/Almaroof Pro-ject Number: 1 9-3OO5 36 June B, 2O2O 07/23/2020 EXHIBIT A I NSURANGE REQU I REMENTS FOR GONSTRUCTION PROJECTS I nsurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for ifluries 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 lnsurance Contractor shall obtain insurance of the types described below: 1, Gommercial General Liability insurance shall be written on ISO occurrence form CG OO 01 or its equivalent, with minimum limits of $3,OOO,OOO 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 llability limits of not less than $3,OOO,OOO 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 Gity shall be named as an Additional Insured under the Gontactor's Go--mmercial General Liability insurance policy with respect to the work performed for the Gity. All endorsements adding Additional lnsureds shall be issued on form CG 20 1O f f 85 or a form deemed equivalent, providing the Additional lnsureds 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 lnsurance Services Office (lSO) form CA OO 01 or a substitute form providing equivalent liability coverage, lf necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers'Gompensation coverage as required by the laws of the State of Washington. B. Minimum Amounts of lnsurance Contractor shall maintain the following insurance limits: lndustrial I nsurance 1. Gommercial General Liability insurance shall be written with minimum limits of $3,000,00O 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,OOO,OOO per occurrence and in the aggregate. froducts and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Reith Rd Water Main lmprovements/Almaroof Project Number: 1 9-3005 37 June B, 2O2O EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily ifiury and property damage of $1,OOO,OOO per accident. C, Other I nsurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurãnce, or insi.¡rance-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 coveraqe shall not be cancelled by either party, except after thirty (3O) days prior wñtten 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 lnsurance. 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. Gontractor's lnsurance 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 Cıntractor, or the ContractoÍs ag'erìts, 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 lnsurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 1 Reith Rd Water Main lmprovements/Almaroof Project Number: 1 9-3005 38 June B, 2O2O EXHIBIT A (Gontinued) F. Acceptability of lnsurers lnsurance is to be placed with insurers with a current A.M. Best rating of not less than A:Vll. G. Verification of Goverage 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. Reith Rd Water Main lmprovements/Almaroof Project Number: 1 9-3OO5 39 June B, 2O2O 1 of 56 (TLJ01) City of Kent 400 West Gowe Kent, WA 98032 2 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK 3 of 56 (TLJ01) CERTIFICATE HOLDER © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $ UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS WC STATU-TORY LIMITS OTH-ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH) OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOSAUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). The ACORD name and logo are registered marks of ACORD COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 07/22/2020 Parker, Smith & Feek, Inc. 2233 112th Avenue NE Bellevue, WA 98004 425-709-3600 425-709-7460 Liberty Mutual Insurance Co. SCI Infrastructure, LLC 2821 South 154th Street SeaTac, WA 98188 Liberty Mutual Fire Insurance Company A X 1,000,000 8 X 8 8 8 TB2Z91470317010 04/01/2020 04/01/2021 500,000 15,000 1,000,000 2,000,000 2,000,000 A 1,000,000 8 X X 8 8 AS2Z91470317020 04/01/2020 04/01/2021 A 8 2,000,000 8 X X 2,000,000 8 10,000 TH7Z91470317040 04/01/2020 04/01/2021 B 804/01/2020 04/01/2021 1,000,000 WC2Z91470317030 Stop Gap 1,000,000 1,000,000 Project No. 19-3005 | Reith Road Water Main Improvements | 38th Avenue South to 42nd Avenue South | SCI Project No. 2006 City of Kent and their agents, representatives, employees and subcontractors are additional insureds on the general liability, automobile, and excess liability policies per the attached endorsements/forms... (See Attached Description) City of Kent 400 West Gowe Kent, WA 98032 4 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK 5 of 56 (TLJ01) DESCRIPTIONS (Continued from Page ) 1 . Coverage is primary and non-contributory on the general liability and automobile policies per the attached endorsements/forms. Waiver of subrogation applies on the general liability, automobile, and excess liability policies per the attached endorsements/forms. CANCELS AND REPLACES PREVIOUSLY ISSUED CERTIFICATE. 6 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK 7 of 56 (TLJ01) 8 of 56 (TLJ01) 9 of 56 (TLJ01) 10 of 56 (TLJ01) 11 of 56 (TLJ01) 12 of 56 (TLJ01) 13 of 56 (TLJ01) 14 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK 15 of 56 (TLJ01) 16 of 56 (TLJ01) 17 of 56 (TLJ01) 18 of 56 (TLJ01) 19 of 56 (TLJ01) POLICYNUMBER: TB2-Z91-470317-010 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under tiie following: COMMERCIAL GENERAL LIABILFTY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LlABlLfTY COVERAGE PART The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV-Conditions: We waive any rigfit of recovery we may have against tfie person or organization shown in tiie Scfiedule below because of payments we make for injury or damage arising out ofyour ongoing operations or "your work" done under a contract witii tfiat person or organization and included in tfie "products- completed operations hazard". This waiver applies only to tiie person or organization sfiown i n tfie Scfiedule below. SCHEDULE Name Of Person Or Organization: Any person or organization for wfiom you perform work under a written contract if ttie contract requires you to obtain this agreement from us. butonty if tfie confract is executed priorto tfie injury or damage occurring. Information required to complete this Scfiedule, if not shown above, will be sfiown in tfie Declarations. CG 24 04 05 09 © Insurance Services Office, Inc.. 2008 Page 1 of 1 20 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK 21 of 56 (TLJ01) 22 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK 23 of 56 (TLJ01) 24 of 56 (TLJ01) 25 of 56 (TLJ01) AC 84 23 08 11 © 2010, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 1 of 1 Policy Number: Issued by: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED - NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form. Schedule Name of Person(s) or Organizations(s): Regarding Designated Contract or Project: Each person or organization shown in the Schedule of this endorsement is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed in a written agreement that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations, and the agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be primary and we will not seek contribution from such insurance. 26 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK 27 of 56 (TLJ01) CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 POLICY NUMBER: COMMERCIAL AUTO CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. SCHEDULE Name(s) Of Person(s) Or Organization(s): Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. 28 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK 29 of 56 (TLJ01) COMMERCIAL LIABILITY - UMBRELLA COVERAGE FORM Various provisions in this policy restrict coverage. Read the entire policy carefuliy to determine rights, duties, and what is and is not covered. Throughout this policy the words you and your refer to the Named Insured shown in the Declarations, and any other person or organization qualifying as a Named Insured under this policy. The words we, us and our refer to the Company providing this insurance. The word insured means any person or organization qualifying as such underSECTION II-WHO IS AN INSURED. Other words and phrases that appear in bold font have special meaning. If not defined in the section in which they first appear, refer to SECTION Vll - DEFINITIONS. In return for the payment of premium, and subject to all the terms of this policy, we agree with you to provide the insurance as stated in this poiicy. INSURING AGREEMENTS SECTION I - COVERAGES 1. Wewill pay on behalf ofthe insured those sums in excess of the retained limit that the insured becomes legally obligated to pay as damages because of bodily injury, property damage or personal and advertising injury to which this insurance applies. In addition, we will pay those sums in excess of the retained limit that the insured becomes legally obligated to pay as damages because of a negligent act, error or omission committed in the administration of the Named Insured's employee benefit program, to which this insurance applies, The amount we will pay for damages is limited as described in SECTION III - LIMITS OF INSURANCE. 2. With respect to bodily injury, property damage or personal and advertising injury, this insurance applies only if: a. The bodily injury or property damage occurs during the policy period, or the personal and advertising injury is caused by an offense arising out of your business bul only if the offense was committed during the policy period; b. The bodily injury, property damage or personal and advertising injury is caused by an occurrence that takes place anywhere; and c. Prior to the policy period, no insured listed under Paragraph 3. of SECTION II - WHO IS AN INSURED or any employee who has been authorized by you lo give or receive notice of an occurrence or claim, knew that the bodily injury or property damage had occurred, in whole or in part. 3. Bodily injury or property damage will be deemed to have been known lo have occurred at the earliest time when any insured listed under Paragraph 3. of SECTION II - WHO IS AN INSURED, or any employee authorized by you to give or receive notice of an occurrence or claim: a. Reports all, or any part of, such bodily injury or property damage to us or any other insurer; b. Receives a written or oral demand or claim for damages because of such bodily injury or property damage; or c. Becomes aware by any other means that bodily injury or property damage has occurred or has begun to occur. LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 1 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 30 of 56 (TLJ01) If such a listed insured or authorized employee knew, prior to the policy period, that the bodily injury, or property damage had occurred, then any continuation, change or resumption of such bodily injury, or property damage during or after the policy period will be deemed to have been known prior to the policy period. 4. Bodily injury or property damage which occurs during the policy period and which was not, prior to the policy period, known to have occurred or to have begun to occur by any insured listed under Paragraph 3. of SECTION 11 - WHO IS AN INSURED or any employee authorized by you to give or receive notice of an occurrence or claim, includes any continuation, change or resumption of that bodily injury or property damage after the end ofthe policy period. 5. If we are prevented by iaw or statute from directly paying damages covered by this policy on behalf of the insured, then we will, where permitted, indemnify the Named Insured for those sums paid in excess of the retained limit. As used in Paragraphs 2.c., 3. and 4. above, an insured listed under Paragraph 3. of SECTION II - WHO IS AN INSURED does not include a stockholder who is not otherwise an insured. SECTION II - WHO IS AN INSURED 1. The first named insured is an insured. 2. Any organization that is a subsidiary of the first named insured and over which you maintain ownership or majority interest as of the effective date of this policy, provided such organization was made known to us by the effective date of this policy and is included as an insured in underlying insurance. Coverage under this policy will be no broader than that provided by underlying insurance. 3. If you are designated in the Declarations as: a. An individual, you and your spouse are insureds, but only wilh respect to the conduct of a business of which you are the sole owner. b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. c. A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. d. An organization otherthan a partnership, joint venture, or limited liability company, you are an insured. Your executive officers and directors are insureds, but only with respect to their duties as your officers or directors. Your stockholders are also insureds, but only with respect to their liability as stockholders. e. A trust, you are an insured. Your trustees are also insureds, but only with respecl lo their duties as trustees. 4. Each of the following is also an insured: a. Your volunteer workers bul only while performing duties related to the conduct of your business, your employees, other than either your executive officers (if you are an organizalion other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these employees or volunteer workers are insureds for: (1) Bodily injury or personal and advertising injury: (a) To you, to your partners or members (ifyou are a partnership or joint venture), to your members (if you are a limited liability company), to a co-employee in the course of his or her employment or performing duties related to the conduci of your business or to your other volunteer workers while performing duties relaled to the conduct of your business; LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 2 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 31 of 56 (TLJ01) (b) To the spouse, child, parent, brother or sister of that co-employee or volunteer worker as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because ofthe injury described in Paragraph (1)(a) or (1)(b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, Paragraphs (1)(a), (1)(b) and (1)(c) do nol apply to the extent underlying insurance provides coverage for such person(s). Coverage under this policy will be no broader than that provided by underlying insurance. Insurance provided by this policy for bodily injury to a co-employee or volunteer worker will not apply if the injured co-employee's or volunteer worker's sole remedy for such injury is provided under a workers' compensation law or any similar law. (2) Property damage to property: (a) Owned, occupied, used by; (b) Rented lo, in the care, custody or control of, or over which physical control is being exercised for any purpose by; you, any of your employees, volunteer workers, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). b. Any person (other than your employee) or any organization while acting as your real estate manager. c. Any person or organization having proper temporary custody of your property if you die, but only; (1) With respect to liability arising out ofthe maintenance or use of that property; and (2) Until your legal representative has been appointed. d. Your legal representative, if you die, but only with respect to duties as such. That representative will have all your hghts and duties under this policy. e. Any person or organization included as an additional insured in underlying Insurance. Coverage under this policy will be no broader than that provided by underlying insurance. However: (1) The insurance afforded to such additional insured only applies lo the extent permitted by law; and (2) If coverage provided to the additional insured is required by a contract or agreement, this insurance will be no broader than that which you are required by the contract or agreement to provide for such additional insured. The Limits of Insurance applicable to the additional insured are included within, and are not in addition to, the Limits of Insurance shown in the Declarations. f. Any person while using with your permission a covered auto and any person or organization legally responsible for its use, but only if that person is an insured wilh respect to liability arising oul of the ownership, maintenance, use or entrustment to others of covered autos. 5. Any organization you newly acquire or form, other than a partnership, joinl venture, or limited liabiiity company, and over which you maintain ownership or majonty interest, will qualify as an insured under this policy if there is no other similar insurance available to that organization and that organization qualifies as an insured in underlying insurance. However: LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 3 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 32 of 56 (TLJ01) a. Coverage under this provision is afforded only until the 180**^ day after you acquire or form the organization or the end of the policy period, whichever is earlier. However, such coverage will be provided for no longer than that provided by underlying insurance; and b. Coverage does not apply to any liability that occurred or offense committed before you acquired or formed the organization. Except as provided in Paragraph 5. above, no person or organization is an insured with respect to the conduct of any current or past partnership, joint venture, or limited liability company that is not shown as a Named Insured in the Declarations. SECTION III - LIMITS OF INSURANCE 1. The Limils of Insurance shown in the Declarations and the rules below fix the most we will pay regardless of the number of: a. Insureds; b. Claims made or suits brought; c. Persons or organizations making claims or bnnging suits; or d. Coverages provided under this policy. 2. The General Aggregate Limit is the most we will pay for the sum of all damages covered under this policy, except: a. Damage included in the products-completed operations hazard; and b. Damage covered by underlying insurance to which no aggregate limit applies. The General Aggregate Limil applies separately and in the same manner as the aggregate limits in the underlying insurance. 3. The Products-Completed Operations Aggregate Limit is the mosl we will pay for the sum of all damages because of bodily injury and property damage included in the products-completed operations hazard. 4. Subject to Paragraphs 2. and 3. above, if either applies, the Each Occurrence Limil is the most we will pay for the sum of all damages covered under this policy ahsing out of any one occurrence. 5. If the applicable limils of insurance of underlying insurance or other insurance providing coverage to the insured are reduced or exhausted by payments of damages, subject to the terms and conditions of this policy, we will: a. In the event of reduction, pay in excess of the reduced applicable limits of underlying insurance or other insurance; or b. In the event of exhaustion, continue in force as underlying insurance, but for no broader coverage than is available under this policy. The retained limit will not be reduced or exhausted by defense costs, loss adjustment expenses, supplementary payments or similar amounts that reduce or exhausl the policy limits of underlying insurance or other insurance. 6. If any underlying insurance has a limit of insurance greater than the amouni shown in the Schedule of Underlying Insurance this policy will apply in excess of the greater amount. LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 4 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 33 of 56 (TLJ01) 7. The Limits of Insurance of this policy apply separaiely to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period, unless the policy period is extended after issuance for an additional period of less than 12 months. In that case, the additional period will be deemed part of the last preceding period for purposes of determining the Limils of Insurance of this policy. 8. If coverage provided to an additional insured is required by a contract or agreement, we will pay on behalf of the additional insured the lesser of: a. The amount of insurance required by the contract or agreement less any amounts payable by any underlying insurance or otherwise retained; or b. The available applicable Limits of Insurance of this policy. SECTION IV - DEFENSE AND SUPPLEMENTARY PAYMENTS 1. We will have the right and duty to defend any suit seeking damages covered by this insurance, by counsel of our choice, when: a. The total applicable limits of underlying insurance and other insurance have been exhausted by payment of damages covered by this policy; or b. The damages sought because of bodily injury, property damage, personal and advertising injury or any damage ahsing from any actual or alleged negligent act, error or omission in the administration of the Named Insured's employee benefit program to which this insurance applies would not be covered by underlying insurance or other insurance. However, we have no duty to defend any suit if any other insurer has a duty to defend. 2. If we have a duty to defend but are prevented by law or statute from performing that duty, you agree lo take up such defense and investigation. We will reimburse you for our share of the reasonable costs paid for such investigation or defense. 3. We have the right, but nol the duty, at our expense, to participate in the defense of any suit and the investigation of any claim to which this insurance may apply. However, if we exercise this hght, we will not contribute to the expenses ofthe insured or underlying insurer. 4. We will pay the following supplementary payments, with respect to any claim we investigate or settle, or any suit against the insured we defend: a. All expenses we incur. b. The premium for bonds to release attachments, but only for bond amounts within the applicable Limits of Insurance of this policy. We do not have to furnish these bonds. c. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or suit including actual loss of earnings because of time off from work, but not including the salanes of the insured's employees, and in no event more lhan $500 a day. d. All court costs laxed against the insured in the suit. e. Prejudgment interest awarded against the insured on that part of the judgment we pay. However, if we make a settlement offer within the applicable Limits of Insurance of this policy that is acceptable to the claimant, or make an offer to pay the applicable Limits of Insurance of this policy, we will not pay any prejudgment interest accruing after we make such offer. f. Post-judgment interest awarded against the insured on thai part of the judgment we pay that accrues after the judgment and before we have paid, offered to pay, or deposited in court the part of the judgment that is within the applicable Limits of insurance of this policy. LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 5 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 34 of 56 (TLJ01) These payments will nol reduce the Limits of Insurance of this policy. 5. Our duty to defend any claim or suit and make any supplementary payments ends once we have exhausted the applicable Limits of Insurance of this policy by payment ofjudgment or settlements. SECTION V - EXCLUSIONS This insurance does not apply to: 1. Aircraft Any liability arising out of the ownership, maintenance, use or entrustment to others of any aircraft owned or operated by or rented or loaned to any insured. Use includes operation and loading or unloading. 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. However, this exclusion does not apply to the extent underlying insurance provides such coverage. Coverage under this policy will be no broader than that provided by underlying insurance. 2. Asbestos Any liability arising or allegedly arising out of asbestos either alone or in combination with olher substances or factors. 3. Auto Coverages a. Bodily Injury or property damage arising out of the ownership, maintenance, use or entrustment to others of any auto. Use includes operation and loading or unloading. However, this exclusion does not apply to the extent underlying insurance provides such coverage. Coverage under this policy will be no broader than that provided by underlying insurance. b. Any loss, cost or expense payable under or resulting from a first party physical damage coverage, no-fault law, personal injury prolection or auto medical payments coverage, or uninsured or underinsured motorist law. 4. Contractual Liability Any obligation of the insured by reason of the assumption of liability in a contract or agreement, including an insured contract. This exclusion does not apply to: a. Liability for damages that the insured would have in the absence of the contract or agreement; b. Bodily injury or property damage assumed in a contract or agreement that is an insured contract, provided the bodily injury or property damage occurs subsequent to the execution of the insured contract; or c. The extent underlying insurance provides coverage for personal and advertising injury assumed in an insured contract Coverage under this policy will be no broader than that provided by underlying insurance. Solely for the purposes of liability assumed in an insured contract, reasonable attorney fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of such liability, provided: (1) The iiabiiity lo such party for, orfor the cost of, that party's defense has also been assumed in the same insured contract; and LCU 00 01 01 18 ©2017 Uberty Mutual Insurance Page 6 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 35 of 56 (TLJ01) (2) Such attorney fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. 5. Damage to Impaired Property or Property Not Physically Injured Property damage to impaired property or property that has not been physically injured, ahsing out of: a. A defect, deficiency, inadequacy, or dangerous condition in your product or your work; or b. A delay or failure by you or anyone acting on your behalf to perform a contract or agreement in accordance wilh its lerms. This exclusion does not apply to the loss of use of other property arising out of sudden and accidental physical injury to your product or your work after it has been put to its intended use. 6. Damage to Property Property damage to: a. 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 prevention of injury to a person or damage to another's property; b. Premises you sell, give away or abandon, ifthe property damage ahses out ofany part of those premises; c. Property loaned to you; d. Personal property in the care, custody or conlrol of the insured; e. That particular part of real property on which you or any contractors or subcontractors working directly or indirectly on your behalf are performing operations, if the property damage arises out of those operations; or f. That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraph b. of this exclusion does not apply if the premises are your work and were never occupied, rented or held for rental by you. Paragraphs c, d., e. and f. of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraphs c. and d. of this exclusion do not apply to liability assumed under a whtten Trailer Interchange agreement. Paragraph f. of this exclusion does not apply to property damage included in the products-completed operations hazard. 7. Damage to Your Product Property damage lo your product ansing oul of it or any part of it. 8. Damage to Your Work Property damage to your work arising out of it or any part of it and included in the products-completed operations hazard. This exclusion does nol apply if the damaged work or the work out of which the damage ahses was performed on your behalf by a subcontractor. LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 7 of 24 Includes copyrighted material of Insurance Services Office, Inc.. with its permission. 36 of 56 (TLJ01) 9. ERISA Any obligation of the insured under the Employee Retirement Income Security Act of 1974 (ERISA) and any amendments thereto or any similar federal, state or local statute or regulation. 10. Electronic Data Any liability arising out of the loss of, loss of use of, damage to, corruption of, inability to access or inability to manipulate electronic data. 11. Employee Benefits Liability Any actual or alleged act, error or omission in lhe administration of the Named Insured's employee benefil program. However, this exclusion does not apply to the exlent underlying insurance provides such coverage, Coverage under this policy will be no broader than that provided by underlying insurance, subject to the following: a. If the applicable underlying insurance applies such coverage on a claims-made basis: (1) This insurance applies only if: (a) The negligent act, error or omission committed in the administration of the Named Insured's employee benefit program occurs on or after the retroaclive date, if any, provided by the underlying insurance and phor to the end of the policy period; and (b) The claim or suit for such negligent act, error or omission is first made in writing againsi any insured dunng: (i) The policy period; or (ii) An extended reporting period as provided by underlying insurance, subject to Paragraph (2) below. (2) Any exlended reporting period provided by this policy will not reinstate or increase the Limits of Insurance applicable to any claim to which this insurance applies, extend the policy period or change the scope of coverage provided by this policy. b. If the applicable underlying insurance does nol apply such coverage on a claim-made basis, this insurance applies only if the negligent act, error or omission committed in the administration of the Named Insured's employee benefit program occurs during the policy period. 12. Employer's Liability Bodily injury to: a. An employee of the insured arising oul of and in the course of: (1) Employment by the insured; or (2) Performing duties related to the conduct ofthe insured's business; or b. The spouse, child, parent, brother or sister of that employee as a consequence of Paragraph a. above. This exclusion applies whether the insured may be liable as an employer or in any other capacity, and lo any obligation to share damages with or repay someone else who must pay damages because of the injury. However, this exclusion does not apply: a. To liability assumed bythe insured under an insured contract; or LCU 00 01 01 18 © 2017 Liberty Mutual Insurance Page 8 of 24 Includes copyrighted material of Insurance Services Office, Inc., wilh its permission. 37 of 56 (TLJ01) b. If the bodily injury is covered by underlying insurance. Coverage under this policy will be no broader than that provided by underlying insurance. 13. Employment-Related Practices a. Any liability ahsing out of: (1) Refusal to employ a person; (2) Termination of a person's employment; or (3) Employment-related practices, policies, acts or omissions, such as coercion, demotion, failure to promote, evaluation, reassignment, discipline, defamation, harassment, humiliation, discnmination. or malicious prosecution directed at a person; or b. Consequential bodily injury or personal and advertising injury to the spouse, child, parent, brother or sister of that person at whom any of the employment-related practices deschbed in Paragraph a. above is directed. This exclusion applies: a. Whether the injury-causing event deschbed in Paragraph a. above occurs before employment, dunng employment or after employment of a person; b. Whether the insured may be liable as an employer or in any other capacity; and c. To any obligation to share damages with or repay someone else who must pay damages because of the injury. 14. 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. 15. Fungi or Bacteria Any liability arising out of or related in any way to fungi or bacteria, the exposure lo fungi or bacteha, or any claims ahsing from fungi or bacleha. This includes but is not limited to; a. Injuryor damage which would not have occurred, in whole or in part, but for the actual, alleged or threatened inhalation of, ingestion of, contact with, exposure lo, existence or presence of any fungi or bacteria on or within a building or structure, including its contents, regardless of whether any other cause, event, material or product conlributed concurrently or in any sequence to such injury or damage; or b. Any loss, cost or expenses arising out of the abating, testing for, monitoring, cleaning up, removing, containing, treating, detoxifying, neutralizing, remediating or disposing of, or in any way responding to or assessing the effects of fungi or bactena, by any insured or by any other person or entity. This exclusion does not apply to any fungi or bacteria that are on, or are contained in, a good or product intended for human or animal consumption. 16. Liquor Liability Bodily injury or property damage for which any insured may be held liable by reason of; a. Causing or contributing to the intoxication of any person; LCU 00 01 01 18 © 2017 Uberty Mutual Insurance Page 9 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 38 of 56 (TLJ01) b. The furnishing of alcoholic beverages to a person under the legal dhnking age or under the influence of alcohol; or c. Any statute, ordinance or regulation relating to the sale, gift, distnbution or use of alcoholic beverages. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hinng, employment, training or moniloring of others by ttiat insured or providing or failing to provide transportation with respect to any person that may be under the influence of alcohol if the occurrence which caused the bodily injury or property damage, involved lhat which is described in Paragraph a., b. or c. above. This exclusion applies only if you are in the business of manufacturing, distributing, selling, serving or furnishing alcoholic beverages. However, this exclusion does not apply to the extent underlying insurance provides such coverage. Coverage under this policy will be no broader than that provided by underlying insurance. We will follow underlying insurance with respect to whether or not permitting a person to bhng alcoholic beverages on your premises, for consumption on your premises, whether or not a fee is charged or a license is required for such activity, is considered the business of selling, serving or furnishing alcoholic beverages. 17. Nuclear Energy a. Any liability: (1) With respect to which an insured under this policy is also an insured under a nuclear energy liability policy issued by Nuclear Energy Liability Insurance Association, Mutual Atomic Energy Liability Underwriters, Nuclear Insurance Association of Canada or any of their successors, or would be an insured under any such policy bul for its termination upon exhaustion of its limits of insurance; or (2) Resulting from the hazardous properties of nuclear material and with respect to which (a) any person or organization is required to maintain financial protection pursuant to the Atomic Energy Act of 1954, or any law amendatory thereof; or (b) the insured is, or had this policy not been issued would be, entitled to indemnity from the United States of America, or any agency thereof, under any agreement entered into by the United States of America, or any agency thereof, with any person or organization. b. Any liability resulting from the hazardous properties of nuclear material, if: (1) The nuclear material (a) is at any nuclear facility owned by, or operated by or on behalfof, an insured; or (b) has been discharged or dispersed therefrom; (2) The nuclear material is contained in spent fuel or waste at any time possessed, handled, used, processed, stored, transported or disposed of by or on behalf of an insured; or (3) The injury or damage arises out of the furnishing by an insured of services, matehals, parts or equipment in connection with the planning, construction, maintenance, operation or use of any nuclear facility, but if such facility is located within the United States of Amehca, its terhtohes or possessions or Canada, this Paragraph (3) applies only to property damage to such nuclear facility and any property thereat. As used in this exclusion: a. Hazardous properties include radioactive, toxic or explosive properties. b. Nuclear material means source material, special nuclear material or by-product material. c. Source material, special nuclear material, and by-product material have the meanings given them in the Atomic Energy Act of 1954 or in any law amendatory thereof. d. Spent fuel means any fuel element or fuel componenl, solid or liquid, which has been used or exposed to radiation in a nuclear reactor. LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 10 of 24 Includes copyrighted material of Insurance Services Office, Inc., wilh its permission. 39 of 56 (TLJ01) e. Waste means any waste malehal: (1) Containing by-product material other than the tailings or wastes produced by the extraction or concentration of uranium or thohum from any ore processed phmahly for its source material content; and (2) Resulting from the operation by any person or organization of any nuclear facility included under the first two paragraphs of the definition of nuclear facility. f. Nuclear facility means: (1) Any nuclear reactor; (2) Any equipment or device designed or used for: (a) Separating the isotopes of uranium or plutonium; (b) Processing or utilizing spent fuel; or (c) Handling, processing or packaging waste; (3) Any equipment or device used for the processing, fabricating or alloying of special nuclear material if at any time the total amount of such matehal in the custody of the insured at the premises where such equipment or device is located consists of or contains more than 25 grams of plutonium or uranium 233 or any combination thereof, or more than 250 grams of uranium 235; or (4) Any structure, basin, excavation, premises or place prepared or used for the storage or disposal of waste; and includes the site on which any of the foregoing is located, all operations conducted on such site and all premises used for such operalions. g. Nuclear reactor means any apparatus designed or used lo sustain nuclear fission in a self-supporting chain reaction orto contain a cntical mass of fissionable matehal. h. Property damage includes all forms of radioactive contamination of property. 18. Personal and Advertising Injury a. Caused by an offense committed by or on behalf of the insured with knowledge that the act would violate the hghls of another and would inflict personal and advertising injury; b. Ahsing out of the oral, written or electronic publication, in any manner, of matehal, if done by or al the direction of the insured with knowledge of its falsity; c. Ahsing out of the oral, written or electronic publication, in any manner, of material whose content, in the same or substantially the same form, was published before the beginning ofthe policy period; d. Ahsing out of a chminai act committed by or at the direction of the insured; e. Ahsing out of a breach of contract, except an implied contract to use another's advertising idea in your advertisement; f. Ahsing oul of the failure of goods, products or services to conform with any statement of quality or performance made in your advertisement; g. Ahsing out of the wrong deschption of the price of goods, products or services stated in your advertisement: LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 11 of 24 Includes copyrighied material of Insurance Services Office, Inc.. with its permission. 40 of 56 (TLJ01) h. Ahsing out of infringement of, or any other violation relating to copyhght, patent, trademark, trade secret or other intellectual property hghl. However, this Paragraph h. does not apply to; (1) Infringement of copyhght, trade dress or slogan, committed in your advertisement; or (2) The unauthorized use in your advertisement of another's idea for an advertisement; i. Committed by an insured whose business is; (1) Advertising, broadcasting, publishing or telecasting; (2) Designing or determining content of websites for others; or (3) An Internet search, access, content or service provider. However, this Paragraph i. does not apply to Paragraphs 18.a., IB.b. and 18.c. under SECTION Vll - DEFINITIONS. For purposes of this Paragraph i., the placing of frames, borders or links, or advertising for you or others anywhere on the Internet, is not by itself considered the business of advertising, broadcasting, publishing or telecasting; j. Arising out of an electronic chatroom or bulletin board the insured hosts, owns, or over which the insured exercises control; or k. Arising out of the unauthorized use of another's name or product in your e-mail address, domain name or metatag, or any other similar tactics to mislead another's potential customers. 19. Pollution a. Any liability arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of pollutants, anywhere at any time, whether included in a product or otherwise. However, this exclusion does not apply lo the extent underlying insurance provides coverage for liability deschbed in Paragraphs (1) through (6) below. Coverage under this poticy will be no broader than that provided by underlying insurance. (1) Bodily injury if sustained within a building which is or was at any time owned or occupied by, or rented or loaned to, any insured and caused by smoke, fumes, vapor or soot produced by or ohginating from equipment that is used lo heat, cool or dehumidify the building, or equipment that is used to heat water for personal use, by the building's occupants or their guests; (2) Bodily injury or property damage ansing out of heat, smoke or fumes from a hostile fire; (3) Bodily injury or property damage ahsing out of the escape of fuels, lubricants or other operating fluids that are needed to perform normal electrical, hydraulic or mechanical functions necessary for the operation of mobile equipment or its parts if such fuels, lubricants or other operating fluids escape from a vehicle part designed to hold, store or receive them. This exception does not apply if the bodily injury or property damage ahses oul of the intentional discharge, dispersal or release of the fuels, lubricants or other operating fluids, or if such fuels, lubricants or other operating fluids are brought on or to the premises, site or localion with the intent that they be discharged, dispersed or released as part of the operations being performed by such insured contractor or subcontraclor; (4) Bodily injury or property damage sustained within a building and caused by the release of gases, fumes or vapors from materials brought into that building in connection with operations being performed by you or on your behalf by a contractor or subcontractor; LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 12 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 41 of 56 (TLJ01) (5) Bodily injury or property damage arising oul of the escape of fuels, lubhcants, fluids, exhaust gases or other similar pollutants that are needed for or resull from the normal electrical, hydraulic or mechanical functioning of a covered auto or its parts, if: (a) The pollutants escape, seep, migrate, or are discharged, dispersed or released directly from an auto part designed by its manufacturer to hold, store, receive or dispose of such pollutants; and (b) The bodily injury or property damage does not arise out of the operation of any equipment shown in Paragraphs f.(2) and f.(3) ofthe definition of mobile equipment; or (6) Bodily injury or property damage caused by or resulting from occurrences that take place away from premises owned by or rented to an insured with respect to pollutants not in or upon a covered auto if: (a) The pollutants or any property in which the pollutants are contained are upset, overturned or damaged as a result of the maintenance or use of a covered auto; and (b) The discharge, dispersal, seepage, migration, release or escape of the pollutants is caused directly by such upset, overturn or damage. b. Any loss, cost or expense arising oul of any: (1) Request, demand, order or statutory or regulatory requirement that any insured or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to or assess the effects of pollutants; or (2) Claim or suit by or on behalf of a government authority for damages because of tesling for, monitohng, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding lo or assessing the effects of pollutants. This exclusion applies regardless of whether such discharge, dispersal, seepage, migration, release or escape occurs inside or outside a building or whether such pollutant has any function in your business, operations, premises, sile or location. 20. Recall of Products, Work or Impaired Property Damages claimed for any loss, cost or expense incurred by you or others for the loss of use, withdrawal, recall, inspection, repair, replacement, adjustment, removal, or disposal of: a. Your Product; b. Your Work; or c. Impaired Property; if such product, work, or property is withdrawn or recalled from the market or from use by any person or organization because of a known or suspected defect, deficiency, inadequacy, or dangerous condition in it. 21. Recording and Distribution of Material or Information in Violation of Law Any liability ahsing out of any action or omission that violates or is alleged to violate: a. The Telephone Consumer Protection Act (TCPA), including any amendment of or addition to such law; b. The CAN-SPAM Act of 2003, including any amendment of or addition to such law; c. The Fair Credit Reporting Act (FCRA), and any amendment of or addition to such law, including the Fair and Accurate Credil Transaction Act (FACTA); or LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 13 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 42 of 56 (TLJ01) d. Any federal, state or local statute, ordinance or regulation, other than the TCPA, CAN-SPAM Act of 2003 or FCRA and their amendments and additions, that addresses, prohibils, or limits the printing, dissemination, disposal, collecting, recording, sending, transmitting, communicating or distnbution of material or information. 22. War Any liability, however caused, arising out of: a. War, including undeclared or civil war; b. Wariike action by a military force, including action in hindering or defending against an actual or expected attack by any government, sovereign or olher authority using military personnel or other agents; or c. Insurrection, rebellion, revolution, usurped power or aclion laken by governmental authority in hindering or defending against any of these, 23. Watercraft Any liability arising out of the ownership, maintenance, use or entrustment to others of any watercraft owned or operated by or rented or loaned to any insured. Use includes operation and loading or unloading. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hihng, employment, training or monitoring of others by that insured. However, this exclusion does not apply to the exlent underlying insurance provides such coverage. Coverage under this policy will be no broader than that provided by underlying insurance. 24. Workers* Compensation and Similar Laws Any obligation ofthe insured under a workers' compensation, disability benefits, unemployment compensation law, or any similar law. SECTION VI - CONDITIONS 1. Appeals If the insured or the underlying insurers elect not to appeal a judgment, we may elect to do so. If we appeal, we will be liable for all court costs, expenses incurred and interest incidental to the appeal, which will be in addition to the Limits of Insurance of this policy. However, our liability for such a judgmenl or settlement will not exceed the Limits of Insurance of this policy. 2. Audit and Premium a. You agree to pay the premium when due. b. The Premium shown as Advance Premium on the Declarations is a flat charge unless a rate is shown. c. If a rate is shown in the Declarations, the Advance Premium shown in the Declarations is an estimated premium only. At the close of each audit period we will compute the earned premium for that pehod and send notice to the first named insured. If the earned premium is greater than Advance Premium, you will promptly pay us the difference. If the earned premium is less than the Advance Premium, wewill relurn the difference to the first named insured, subject to the Minimum Retained Premium, if any, shown in the Declarations, for each twelve months ofthe policy period. d. The first named insured should keep records of the information we need for premium compulation and make available to us or send us this information whenever we request. e. We may examine your books and records as they relate lo this policy at any time duhng the policy period and for up lo three years after the expiration or termination of this policy. LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page14of24 Includes copynghted material of Insurance Services Office, Inc., with its permission. 43 of 56 (TLJ01) f. We may, al our option, make an additional premium charge for any organization that you acquire or form during the policy period. 3. Bankruptcy or Insolvency Your or any underlying insurer's bankruptcy, insolvency or inability lo pay shall neither relieve nor increase our obligations under this policy. However, under no circumstances will such bankruptcy, insolvency or inability to pay require us to drop down, replace or assume any obligation of underlying insurance. This insurance wiil apply as if the underlying insurance were in full effecl. 4. Cancellation and Nonrenewal a. The first named insured may cancel this policy by mailing or delivering advance wrilten nolice to us stating when cancellation is to take effect b. We may cancel this policy by mailing or delivering to the first named insured written notice of cancellation at least; (1) 10 days before the effective date of cancellation if we cancel for nonpayment of premium; or (2) 30 days before the effective date of cancellation if we cancel for any other reason. We will mail or deliver our notice to the first named insured's last mailing address known to us. c. The policy period will end on the day and hour staled in the cancellation notice. d. If we cancel, final premium will be calculated pro rata based on the time the policy was actually in effect. e. If the first named insured cancels, the premium refund may be less than pro rata and will be subject to the Minimum Retained Premium, if any, shown in the Declarations. f. Premium adjustment will be made at the time of cancellation or as soon as practicable thereafter, but cancellation will be effective even if we have not made or offered any refund of unearned premium. Our check or our representative's check, mailed or delivered, shall be sufficient tender of any refund due. g. If we decide not to renew this policy, we will mail or deliver our written notice of nonrenewal to the first named insured's last mailing address known to us not less than 30 days before the policy expiralion date. h. If notice is mailed, proof of mailing will be sufficient proof of notice. 5. Changes This policy may be amended only by a written endorsement to this policy issued by us. 6. Duties in the Event of Occurrence, Claim or Suit a. You must promptly notify us of any occurrence which may result in a claim or suit seeking damages under this policy. To the extent possible, nolice should include: (1) How, when and where the occurrence took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the occurrence. Notice of an occurrence is not notice of a claim. LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 15 of 24 Includes copynghted material of Insurance Services Office, Inc., with its permission. 44 of 56 (TLJ01) b. If a claim is made or suit is broughl against any insured that is reasonably likely to involve the coverage provided by this policy, you must notify us in writing promptly. c. You and any other involved insured also must: (1) Immediately send us copies of any demands, notices, summonses, or legal papers received in connection with the claim or suit; (2) Authorize us to obtain records and other information; (3) Cooperate with us in the investigation, seftlement, or defense of any claim or suit we investigate, settle or defend; and (4) Upon our requesi, assist us in the enforcement of any hght against any person or organization which may be liable to the insured because of injury or damage to which this insurance may also apply. d. No insured will, excepl at that insured's own cost voluntarily make a payment assume any obligation, make any admission, or incur any expense, other than for first aid, without our consent As used in this Paragraph 6. promptly means as soon as practicable after knowledge of the occurrence has been reported to an executive officer ofthe insured, or to the employee designated by the insured to give us notice. 7. Inspection We have the right but are not obligated to inspect your premises and operations at any time. Our inspections are not safety inspections. They relate only to the insurability of your premises and operations and the premiums lo be charged. We may give you reports on the conditions that we find. We may also recommend changes. However, we do not undertake to perform the duty of you or any person or organization lo provide for the health or safety of your employees or the public. We do not warrant the health and safety conditions of your premises or operations, nor do we represent or certify that your premises or operations comply with laws, regulations, codes or standards. This condition applies not only to us, but also to any rating, advisory, rate service or similar organization, which makes insurance inspections, surveys, reports or recommendations for us. 8. Legal Action Against Us No person or organization has the hght under this policy: 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 under this policy unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a finai judgment against an insured; but we will not be liable for damages that are not payable under the lerms of this policy or thai are in excess ofthe applicable Limits of Insurance ofthis policy. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative. 9. Maintenance of Underlying Insurance During the policy period you must ensure lhat: a. All underlying insurance remains in effect; b. The terms, definitions, conditions, and exclusions of all underlying insurance do not matenally change; c. Any renewals or replacements of any underlying insurance will not be more restrictive in coverage and will afford limits of insurance equal to or greater than the policy being renewed or replaced; LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 16 of 24 Includes copyrighted matenal of Insurance Services Office, Inc., with its permission. 45 of 56 (TLJ01) d. The total applicable limits of all underlying insurance do not decrease, except for any reduction or exhaustion of aggregate limits by payment of judgments or settlements; and e. You notify us in writing, as soon as practicable, if any underlying insurance is cancelled, not renewed, replaced or otherwise terminated, or if the limits or scope of coverage of any underlying insurance is changed. Failure to comply with these requirements will not invalidate this insurance. However, in the event of such failure, we will only be liable to the same extent that we would have been, had you fully complied with these requirements. 10. Named Insureds a. The first named insured is authorized lo act and agrees to act on behalf of all persons or organizations insured under this policy with respect to all matters pertaining to the insurance afforded by the policy. b. Each Named Insured is jointly and severally liable for: (1) All premiums due under this policy; and (2) Any other financial obligations of any Named Insured to us arising out of any agreements contained In this policy. 11. Other Insurance This insurance is excess over, and will not share or contribute wilh any other insurance whether phmary, excess, contingent or on any other basis. However, this insurance will not seek conthbution from any other insurance available to an addilional insured provided that: a. The additional insured is a Named Insured on such other insurance; b. You have agreed in a written contract or agreement with the additional insured that this insurance would not seek conthbution from any other insurance available; c. Underlying insurance includes the person or organization as an additional insured; and d. Underlying insurance provides coverage lo the person or organizalion on a primary and noncontributory basis. 12. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate, complete and based on information and representations you provided or made lo us; b. We have issued this policy in reliance upon your information and representations. 13. Separation of Insureds Except with respect to the Limits of Insurance of this policy and any rights or duties specifically assigned 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. LCU 00 01 01 18 ©2017 Uberty Mutual Insurance Page 17 of 24 Includes copynghted material of Insurance Services Office, Inc., with its permission. 46 of 56 (TLJ01) 14. Terms Conformed to Statute The terms of this policy which are in conflict with the statutes, laws, ordinances or regulations of the state or jurisdiction where this policy is issued are amended to confonn to such statutes, laws, ordinances or regulations. 15. Trade or Economic Sanctions This insurance applies except to the extent coverage is in violation ofany trade or economic sanction, embargo or similar regulation imposed by the United States of America. 16. Transfer of Rights of Recovery Against Others to Us a. If any insured has rights to recover all or part of any payment we have made under this policy, those hghts are transferred to us. The insured will do all that is necessary to secure such rights and must help us enforce them. The insured will do nolhing after ioss lo prejudice such hghts. We have the right to recover our payments from anyone liable for injury or damage covered by this policy. We waive any hght of recovery we may have against a person or organization, if you waive any right of recovery against such a person or organization in a written contract, but only if such contract was executed prior to injury or damage. b. Any recoveries shall be applied as follows: (1) Any person or organization, including the insured, that has paid an amount in excess of the applicable Umits of Insurance of this policy will be reimbursed first; (2) We then will be reimbursed up to the amount we have paid; and (3) Lastly, any person or organization, including the insured, that has paid an amouni over which this policy is excess is entitled lo claim the remainder. Expenses incurred by us in the exercise of the rights of recovery shall be apportioned among the persons or organizations, including the insured, in the ratio of their respective recoveries as finally settled. 17. Transfer of Your Rights and Duties Your righls and duties under this policy may not be transferred without our written consent. If you die or are legally declared bankrupt, your rights and duties will be transferred to your legal representative, but only while acting within the scope of duties as your legal representative. Until your legal representative is appointed, anyone having proper temporary custody of your property will have your rights and duties but only with respect lo that property. However, in such event, notice of cancellation of this policy sent lo the first named insured and mailed to the last mailing address known to us will be sufficient notice to effect cancellation of this policy. 18. Unintentional Failure to Disclose There will be no coverage underthis policy for hazards you fail to disclose at the inception ofthe policy period, except that unintentional failure of the Named Insured to disclose all hazards existing at the incepiion of this policy shall not be a basis for denial of any coverage afforded by this policy. However, you must report the hazard to us as soon as practical after discovering the failure to disclose. 19. When Loss is Payable Coverage under this policy will not apply unless and until the insured or the underlying insurer has paid or is obligated to pay the full amount of the retained limit However, when an agreed settlement or final judgment has been delermined, we will promptly pay on behalf of the insured those sums falling within the terms of this policy. LCU 00 01 01 18 ©2017 Uberty Mutual Insurance Page 18 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 47 of 56 (TLJ01) You will promptly reimburse us for any amouni wiihin the Self-Insured Retention paid by us on your behalt SECTION Vll - DEFINITIONS 1. Advertisement means a notice that is broadcast or published to the general public or specific market segments about your goods, products or services for the purpose of attracting customers or supporters. For the purposes ofthis definition: a. Notices that are published inciude material placed on the Internet or on similar electronic means of communication; and b. Regarding websites, only thai part of a website that is about your goods, products or services for the purposes of attracting customers or supporters is considered an advertisement 2. Auto means: a. A land motor vehicle, Irailer or semi-trailer designed for travel on public roads, including any attached machinery or equipment; or b. Any other land vehicle that is subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. However, auto does not include mobile equipment 3. Bodily injury means physical injury, sickness or disease, including death of a person. Bodily injury also means mental injury, mental anguish, humiliation, or shock if resulling from physical injury, sickness, or disease to that person. 4. Covered auto means only an auto for which coverage is provided by underlying insurance. 5. Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tapes, dhves, cells, data processing devices or any other media which are used with electronically controlled equipment. 6. Employee includes a leased worker. Employee does not include a temporary worker. 7. Executive officer means a person holding any of the officer positions created by your charter, constitution, by- laws or any other similar governing document 8. First named insured means the person or organization shown as the Named Insured in the Declarations or, if more than one name appears, the Named Insured listed first in the Declarations. 9. Fungi means any type or form of fungus including mold or mildew and any mycotoxins, spores, scents or byproducts produced or released by fungi. 10. Hostile fire means a fire that becomes uncontrollable or breaks out from where il was intended to be. 11. Impaired property means tangible property, otherthan your product oryour work, that cannot be used or is less useful because: a. It incorporates your product or your work that is known or thought to be defective, deficient, inadequate or dangerous; or b. You have failed to fulfill the lerms of a contracl or agreement; if such property can be restored to use by: a. The repair, replacement adjustment, or removal of your product or your work; or LCU 00 01 01 18 ©2017 Uberty Mutual Insurance Page 19 of 24 Includes copynghted material of Insurance Services Office, Inc., with its permission. 48 of 56 (TLJ01) b. Your fulfilling the terms of the conlract or agreement 12. Insured contract means: a. A contract for lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by ftre to premises while rented to you or temporarily occupied by you with permission of the owner is not an insured contract; b. A sidetrack agreement c. Any easement or license agreement, except in connection with construction or demolition operations on or within 50 feet of a railroad; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipalily; e. An elevator maintenance agreemenl; f. That part of any contract or agreement enlered into, as part of your business, pertaining to the rental or lease, by you or any of your employees, of any auto. However, such contract or agreement shall not be considered an insured contract to the extent that it obligates you or any of your employees to pay for property damage to any auto rented or leased by you or any of your employees; or g. That part of any other contracl or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for bodily injury or property damage to a third person or organization, provided the bodily injury or property damage is caused, in whole or in part, by you or by those aciing on your behalt Tort liability means a liability that would be imposed by law in the absence of any conlraci or agreement. Paragraphs t and g. above do not include lhat part of any contract or agreement: (1) That indemnifies a railroad for bodily injury or property damage ahsing out of conslruction or demolition operations wiihin 50 feel of any railroad property and affecting any railroad bhdge or trestle, tracks, road-beds, tunnel, underpass or crossing; (2) That pertains to the loan, lease or rental of an auto to you or any of your employees, if the auto is loaned, leased or rented with a driver; (3) That holds a person or organization engaged in the business of transporting property by auto for hire harmless for your use of a covered auto over a route or territory that the person or organization is authorized to serve by public authority; (4) That indemnifies an architect, engineer, or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders, drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (5) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in Paragraph (4) above and supervisory, inspection, architectural or engineehng activities. 13. Leased worker means a person leased to you by a labor leasing firm, under an agreement between you and the labor leasing firm to perform duties related to the conduct of your business. Leased worker does not include a temporary worker. LCU 00 01 01 18 ©2017 Uberty Mutual Insurance Page 20 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 49 of 56 (TLJ01) 14. Loading or unloading means the handling of property: a. After it is moved from the place where it is accepted for movement into or onto an aircraft, watercraft or auto; b. While it is in or on an aircraft, watercraft or auto; or c. While it is being moved from an aircraft, watercraft or auto to the place where it is finally delivered; but loading or unloading does not include the movement of property by means of a mechanical device, other than a hand truck, that is not attached to the aircraft, watercraft or auto. 15. Mobile equipment means any of the following types of land vehicles, including any altached machinery or equipment: a. Bulldozers, farm machinery, forklifts and other vehicles designed for use principally off public roads; b. Vehicles maintained for use solely on or next to premises you own or rent; c. Vehicles that travel on crawler treads; d. Vehicles, whether self-propelled or not, maintained phmahly to provide mobility to permanently mounted: (1) Power cranes, shovels, loaders, diggers or drills; or (2) Road construction or resurfacing equipment such as graders, scrapers or rollers; e. Vehicles nol described in Paragraph a., b., c. or d. above that are nol self-propelled and are maintained phmarily to provide mobility to permanently attached equipment of the following types: (1) Air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment; or (2) Cherry pickers and similar devices used to raise or lower workers; and t Vehicles not described in Paragraph a., b., c. or d. above maintained primarily for purposes other than the transportation of persons or cargo. However, self-propelled vehicles with the following types of permanentty atlached equipmenl are not mobile equipment but will be considered autos: (1) Equipment designed primarily for: (a) Snow removal; (b) Road maintenance, but not conslruction or resurfacing; or (c) Street cleaning; (2) Cherry pickers and similar devices mounted on automobile or truck chassis and used to raise or lower workers; and (3) Air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment. However, mobile equipment does not include land vehicles that are subject to a compulsory or financial responsibility law or other motor vehicle insurance law where such vehicles are licensed or principally garaged. Land vehicles subject to a compulsory or financial responsibility law or other motor vehicle insurance law are considered autos. LCU 00 01 01 18 ©2017 Liberty Mutual Insurance Page 21 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 50 of 56 (TLJ01) 16. Occurrence means, wilh respect to: a. Bodily injury or property damage, an accident, including continuous or repeated exposure to substantially the same general harmful conditions. All such exposure to substanttally the same general harmful conditions will be deemed to arise out of one occurrence; b. Personal and advertising Injury, an offense or series of related offenses. All damages that arise from the same act, publication or general conditions are considered to arise out of the same occurrence, regardless of the frequency or repetition thereof, the number or kind of media used or the number of claimants; c. Employee Benefits Liability, an act, error or omission or a series of relaled acts, errors or omissions negligently committed in the administration of the Named Insured's employee benefit program. 17. Other insurance means any valid and collectible policies of insurance providing coverage for damages covered in whole or in part by this policy. Other insurance does not include underlying insurance, any amouni shown in the Declarations as a Self- Insured Retention or any insurance specifically written as excess over this policy. 18. Personal and advertising injury means injury arising out of one or more of the following offenses: a. False arrest, detention or imprisonment; b. Malicious prosecution; c. Wrongful eviction from, wrongful entry into or invasion ofthe right of private occupancy ofa room, dwelling or premises lhat a person occupies, committed by or on behalf of its owner, landlord or lessor; d. Oral or written publication, in any manner, of material that slanders or libels a person or organization or disparages a person's or organization's goods, products or services; e. Oral or whtten publication, in any manner, of material that violates a person's right of privacy; f. The use of another's advertising idea in your advertisement; or g. Infringing upon another's copyright, trade dress or slogan in your advertisement Bodily injury that arises out of personal and advertising injury will be considered personal and advertising injury. 19. Policy period means the period of time from the effective date ofthis policy shown in Item 2. ofthe Declarations to the earlier of the expiration, termination or cancellation date of this policy. 20. Pollutants mean any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes materials to be recycled, reconditioned or reclaimed. 21. Products-completed operations hazard: a. Includes all bodily injury and property damage occurring awayfrom premises you own or rent and arising oul of your product or your work except: (1) Products that are still in your physical possession; or (2) Work that has not yet been completed or abandoned. Your work will be deemed completed at the eariiest ofthe following times: (a) When all of the work called for in your contract has been completed. LCU 00 01 01 18 ©2017 Uberty Mutual Insurance Page 22 of 24 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 51 of 56 (TLJ01) (b) When all of the work lo be done at the site has been completed if your conlract calls for work at more than one job site. (c) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service, maintenance, correction, repair or replacement bul which is otherwise complele, will be treated as completed. b. This hazard does not include bodily injury or property damage arising out ot (1) The transportation of property, unless the injury or damage arises out of a condition in or on a vehicle not owned or operated by you created by the loading or unloading of that vehicle by any insured; or (2) The existence of tools, uninstalled equipment, or abandoned or unused materials. 22. Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time ofthe physical injury that caused it; or b. Loss of use of tangible property that is nol physically injured. All such loss of use shall be deemed to occur at the lime of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. 23. Retained limit means as lo each occurrence the greaier ot a. The total applicable limits ofthe underlying insurance plus any other insurance available to the insured; or b. The Self-Insured Retention shown in the Declarations as a result of any one occurrence not covered by underlying insurance nor any other insurance. The Self-Insured Retention does not apply to occurrences thai would have been covered by underlying insurance bul for the exhaustion of applicable limits. 24. Spouse means any husband, wife or partner in a marhage or civil union or any person qualifying as a domestic partner under any federal, state or local laws or under the Named Insured's employee benefit program. 25. Suit means a civil proceeding in which damages because of any liability to which this insurance applies are alleged. Suit includes: a. An arbitration proceeding in which such damages are claimed and can be awarded and to which the insured must submit or does submit with our consent; or b. Any other alternative dispute resolution proceeding in which such damages are claimed and can be awarded and to which the insured submits wilh our consent. 26. Temporary worker means a person who is furnished lo you to substitute for a permanent employee on leave or to meet seasonal or short-term workload conditions. 27. Underlying insurance means the policy or policies of insurance or self-insurance listed in the Declarations under the Schedule of Undertying Insurance. 28. Underlying insurer means any insurer who provides underlying insurance. LCU 00 01 01 18 ©2017 Uberty Mutual Insurance Page 23 of 24 Includes copyrighted matenal of Insurance Services Office, Inc., with its permission. 52 of 56 (TLJ01) 29. Volunteer worker means a person who is not your employee, and who donates his or her work and acls at the direction of and within the scope of duties determined by you, and who is not paid a fee, salary or other compensation by you or anyone else for their work performed for you. 30. Your product: a. Means: (1) Any goods or products, other lhan real property, manufactured, sold, handled, distributed or disposed of by: (a) You; (b) Others trading under your name; or (c) A person or organization whose business or assets you have acquired; and (2) Containers (other than vehicles), materials, parts or equipment furnished in connection with such goods or products. b. Includes: (1) Warranties or representations made at any time wilh respect to the fitness, quality, durability, performance or use of your product; and (2) The providing of or failure to provide warnings or instructions. c. Does not include vending machines or other property rented to or located for the use of others but not sold. 31. Your work: a. Means: (1) Work or operations performed by you or on your behalf; and (2) Materials, parts, or equipment furnished in connection with such work or operations. b. Includes: (1) Warranties or representations made at any time with respect lo the fitness, qualily, durability, performance or use of your work; and (2) The providing of or failure to provide warnings or instructions. LCU 00 01 01 18 ©2017 Uberty Mutual Insurance Page 24 of 24 Includes copynghted matehal of Insurance Services Office, Inc., wilh its permission. 53 of 56 (TLJ01) 54 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK 55 of 56 (TLJ01) LCU 00 01 01 18 © 2017 Liberty Mutual Insurance Page 18 of 24 Includes copyrighted material of Insurance Services Office , Inc., with its permission. 14. Terms Conformed to Statute The terms of this policy which are in conflict with the statutes, laws, ordinances or regulations of the state or jurisdiction where this policy is issued are amended to conform to such statutes, laws, ordinances or regulations. 15. Trade or Economic Sanctions This insurance applies except to the extent coverage is in violation of any trade or economic sanction, embargo or similar regulation imposed by the United States of America. 16. Transfer of Rights of Recovery Against Others to Us a. If any insured has rights to recover all or part of any payment we have made under this policy, those rights are transferred to us. The insured will do all that is necessary to secure such rights and must help us enforce them. The insured will do nothing after loss to prejudice such rights. We have the right to recover our payments from anyone liable for injury or damage covered by this policy. We waive any right of recovery we may have against a person or organization, if you waive any right of recovery against such a person or organization in a written contract, but only if such contract was executed prior to injury or damage. b. Any recoveries shall be applied as follows: (1) Any person or organization, including the insured, that has paid an amount in excess of the applicable Limits of Insurance of this policy will be reimbursed first; (2) We then will be reimbursed up to the amount we have paid; and (3) Lastly, any person or organization, including the insured, that has paid an amount over which this policy is excess is entitled to claim the remainder. Expenses incurred by us in the exercise of the rights of recovery shall be apportioned among the persons or organizations, including the insured, in the ratio of their respective recoveries as finally settled. 17. Transfer of Your Rights and Duties Your rights and duties under this policy may not be transferred without our written consent. If you die or are legally declared bankrupt, your rights and duties will be transferred to your legal representative, but only while acting within the scope of duties as your legal representative. Until your legal representative is appointed, anyone having proper temporary custody of your property will have your rights and duties but only with respect to that property. However, in such event, notice of cancellation of this policy sent to the first named insured and mailed to the last mailing address known to us will be sufficient notice to effect cancellation of this policy. 18. Unintentional Failure to Disclose There will be no coverage under this policy for hazards you fail to disclose at the inception of the policy period, except that unintentional failure of the Named Insured to disclose all hazards existing at the inception of this policy shall not be a basis for denial of any coverage afforded by this policy. However, you must report the hazard to us as soon as practical after discovering the failure to disclose. 19. When Loss is Payable Coverage under this policy will not apply unless and until the insured or the underlying insurer has paid or is obligated to pay the full amount of the retained limit. However, when an agreed settlement or final judgment has been determined, we will promptly pay on behalf of the insured those sums falling w ithin the terms of this policy. 56 of 56 (TLJ01) THIS PAGE INTENTIONALLY LEFT BLANK Reith Rd Water Main Improvements/Almaroof June 8, 2020 Project Number: 19-3005 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms ...................................................... 1-1 1-02 Bid Procedures and Conditions .......................................... 1-2 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1-6 1-05 Control of Work .............................................................. 1-8 1-06 Control of Material .......................................................... 1-16 1-07 Legal Relations and Responsibilities to the Public ................. 1-18 1-08 Prosecution and Progress ................................................. 1-26 1-09 Measurement and Payment .............................................. 1-30 1-10 Temporary Traffic Control ................................................ 1-32 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 7-09 Water Mains ................................................................... 7-1 7-12 Valves for Water Mains .................................................... 7-6 7-15 Service Connections ........................................................ 7-9 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration ....................................................... 8-4 8-04 Curbs, Gutters, and Spillways ........................................... 8-9 8-09 Raised Pavement Markers ................................................ 8-10 8-14 Cement Concrete Sidewalks ............................................. 8-11 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical ............................... 8-13 8-22 Pavement Marking .......................................................... 8-16 8-23 Temporary Pavement Markings ......................................... 8-22 8-28 Pothole Utilities .............................................................. 8-23 8-30 Project Signs .................................................................. 8-24 Reith Rd Water Main Improvements/Almaroof June 8, 2020 Project Number: 19-3005 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 9 MATERIALS ............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-14 Erosion Control and Roadside Planting ............................... 9-3 9-29 Illumination, Signal, Electrical ........................................... 9-6 9-30 Water Distribution Materials ............................................. 9-7 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS .............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 NEW WATERMAIN CONNECTION PROCEDURES............................... A-4 WEST FENWICK PARK IMPROVEMENTS .......................................... A-5 PREVAILING WAGE RATES .............................................................. A-6 Reith Rd Water Main Improvements/Almaroof 1 - 1 June 8, 2020 Project Number: 19-3005 KENT SPECIAL PROVISIONS The Kent Special Provisions (“Kent Special Provisions” or “KSP”) modify and supersede any conflicting provisions of the 2020 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. DIVISION 1 – GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a “Section,” for example, “in accordance with Section 1-01,” the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons 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 Reith Rd Water Main Improvements/Almaroof 1 - 2 June 8, 2020 Project Number: 19-3005 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder’s completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1. Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the “National Electrical Code.” Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, “DEFINITIONS” IS SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: Incidental Work The terms “incidental to the project,” “incidental to the involved bid item(s),” etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City’s review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the Reith Rd Water Main Improvements/Almaroof 1 - 3 June 8, 2020 Project Number: 19-3005 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 by downloading at no charge at KentWA.gov/doing-business/bids-procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder’s or the City’s technology. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder’s sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier’s check, or a proposal bond (Surety bond). Any proposal bond shall be on the City’s bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not 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 Reith Rd Water Main Improvements/Almaroof 1 - 4 June 8, 2020 Project Number: 19-3005 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the “Invitation to Bid.” Bids must be received at the City Clerk’s office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 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 Bid 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 1-02.12 IS SUPPLEMENTED BY ADDING THE FOLLOWING AFTER THE LAST PARAGRAPH: 1-02.12 Public Opening of Proposals Due to the Coronavirus there will be several changes to the normal bid opening process. The contractor must call the City Clerk at (253) 856- 5725 to arrange to drop off bids. The City Clerk will read the bids aloud from the Clerk’s Office at the time shown in the Invitation to Bid. Individuals can stand in the lobby outside the Clerk’s Office during the Reith Rd Water Main Improvements/Almaroof 1 - 5 June 8, 2020 Project Number: 19-3005 bid opening to hear the bid results. Attendees will be required to maintain six feet or more of separation. 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. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING “45 CALENDAR DAYS” WITH “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. Reith Rd Water Main Improvements/Almaroof 1 - 6 June 8, 2020 Project Number: 19-3005 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 The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, “KENT SPECIAL PROVISIONS, KENT STANDARD PLANS” FOLLOWING THE WORDS, “CONTRACT PROVISIONS” IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 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: Reith Rd Water Main Improvements/Almaroof 1 - 7 June 8, 2020 Project Number: 19-3005 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. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If the Contractor selects its own staging and storage area(s), it is the Contractor’s sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. Reith Rd Water Main Improvements/Almaroof 1 - 8 June 8, 2020 Project Number: 19-3005 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 1-05.8, the requirements of KSP Section 1-05.8 will prevail. SECTION 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.7 Removal of 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. Reith Rd Water Main Improvements/Almaroof 1 - 9 June 8, 2020 Project Number: 19-3005 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. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.8 City Provided Construction Staking 1-05.8(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 1-05.8(2) through 1-05.8(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 1-05.8(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after 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 $300/hour for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor’s Reith Rd Water Main Improvements/Almaroof 1 - 10 June 8, 2020 Project Number: 19-3005 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. 1-05.8(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 1-05.8(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.8(3) Bridge, Structure and Retaining Wall Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. 1. Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. Reith Rd Water Main Improvements/Almaroof 1 - 11 June 8, 2020 Project Number: 19-3005 3. Permanent monuments as shown on the drawings or as given by the City. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the City. Survey work shall be within the following tolerances: 1. Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being fabricated. 1-05.8(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $300/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or “down” time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.8(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along Reith Rd Water Main Improvements/Almaroof 1 - 12 June 8, 2020 Project Number: 19-3005 vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. Reith Rd Water Main Improvements/Almaroof 1 - 13 June 8, 2020 Project Number: 19-3005 The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $300/hour. 1-05.8(6) Survey Requests It shall be the Contractor’s responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 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 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. Reith Rd Water Main Improvements/Almaroof 1 - 14 June 8, 2020 Project Number: 19-3005 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: 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 2020 WSDOT STANDARD SPECIFICATIONS): Reith Rd Water Main Improvements/Almaroof 1 - 15 June 8, 2020 Project Number: 19-3005 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: West Fenwick Park Improvements – The City of Kent Parks Department will be constructing upgrades to West Fenwick Park which will include upgrades to the north side of the intersection of 42nd Avenue South and Reith Road. This work is scheduled to occur at the same time as this project. Contractor shall coordinate his work so as not to interfere with the progression of the Park’s Project including traffic control. (See appendix for more details). Also, the City of Kent Parks Department will upgrade the pedestrian pushbuttons north-south of the intersection (Reith Road/ 42nd Ave S), the contractor shall coordinate his work on the south west corner of the intersection with the City of Kent Parks Department so as not to interfere with the progression of the Park’s Project. 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. Reith Rd Water Main Improvements/Almaroof 1 - 16 June 8, 2020 Project Number: 19-3005 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 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. Reith Rd Water Main Improvements/Almaroof 1 - 17 June 8, 2020 Project Number: 19-3005 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer’s review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer’s full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 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. Reith Rd Water Main Improvements/Almaroof 1 - 18 June 8, 2020 Project Number: 19-3005 The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1. “APPROVED AS SUBMITTED” – Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. “APPROVED AS NOTED” – Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. “AMEND AND RESUBMIT” – Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(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. Reith Rd Water Main Improvements/Almaroof 1 - 19 June 8, 2020 Project Number: 19-3005 SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.4(2) COVID-19 Job Site Requirements Before commencing any work on the Project site, the Contractor shall develop and post at each job site a comprehensive COVID-19 exposure control, mitigation, and recovery plan that complies with the Phase 1 Construction Restart COVID-19 Job Site Requirements issued by the Governor, or subsequent modifications or phase amendments as the Governor may issue. Contractor must further meet and maintain all requirements of the plan, including providing materials, schedules, and equipment required to comply with those job site requirements or any future adjustments that may be made to job site requirements by the Governor or any applicable federal or state agency during the COVID- 19 emergency. A copy of the COVID-19 job site safety plan, along with the identification and contact information for the COVID-19 Supervisor, shall be provided to the Engineer. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING: FOLLOWING: Reith Rd Water Main Improvements/Almaroof 1 - 20 June 8, 2020 Project Number: 19-3005 1-07.9(3) Apprentices All contracts with an estimated construction cost greater than $1,000,000 (one million dollars) shall require that no less than 15 percent of the labor hours performed by workers subject to prevailing wages employed by the contractor or its subcontractors be performed by apprentices enrolled in a state-approved apprenticeship program. Definitions For the purposes of this specification, the following definitions apply: 1. Apprentice Utilization Requirement is expressed as a percentage of the project Labor Hours performed by Apprentices. 2. Labor Hours are the total hours performed by all workers receiving an hourly wage who are directly employed on the project site including hours performed by workers employed by the prime Contractor and all Subcontractors. Labor Hours do not include hours performed by foremen, superintendents, owners, and workers who are not subject to prevailing wage requirements. 3. Apprentice is a person enrolled in a State-approved Apprenticeship Training Program. 4. State-approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council. 5. Good Faith Effort is a demonstration that the Contractor has strived to meet the Apprenticeship Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an “Apprentice Utilization Plan” within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a “Monthly Apprentice Reporting Form” on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor’s request, the Engineer may suspend this reporting requirement during periods of minimal or no applicable work activities on the project. The Contractor shall submit documentation of their Good Faith Effort if: (1) they are unable to provide a plan demonstrating how they intend to meet the Apprentice Utilization Requirement; or (2) the project has been completed without meeting the Apprentice Utilization Requirement. Reith Rd Water Main Improvements/Almaroof 1 - 21 June 8, 2020 Project Number: 19-3005 Contacts The Contractor may obtain information on State-approved Apprenticeship Training Programs by contacting the Department of Labor and Industries at: Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or by phone at (360) 902-5320. Compliance In the event that the Contractor is unable to accomplish the Apprentice Utilization Requirement, the Contractor shall demonstrate that a Good Faith Effort has been made as described within this specification. Failure to comply with the requirements as specified is subject to penalties for noncompliance as set forth in KCC 6.01.030(E). Good Faith Efforts In fulfilling the Good Faith Effort, the Contractor shall perform and, when appropriate, require its Subcontractors to perform the following steps: 1. Solicit Apprentice(s) from State-approved Apprenticeship Training Program(s). 2. Document the solicitation and, in the event Apprentice(s) are not available, obtain supporting documentation from the solicited program(s). 3. Demonstrate that the plan was updated as required within this specification. 4. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentice(s). In the event that the preceding steps have been followed, the Contractor may also supplement the Good Faith Efforts documentation with the following documentation: 5. Submit documentation demonstrating successful Apprentice utilization on previous contracts. 6. Submit documentation indicating company-wide Apprentice utilization efforts and percentages of attainment. Payment Compensation for all costs involved with complying with the conditions of this specification is included in payment for the associated Contract items of work. 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 Reith Rd Water Main Improvements/Almaroof 1 - 22 June 8, 2020 Project Number: 19-3005 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 payment item for the “SPCC Plan” in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a 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. Reith Rd Water Main Improvements/Almaroof 1 - 23 June 8, 2020 Project Number: 19-3005 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor’s failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Gabrielle Skorupa 206-305-4395 Comcast Aaron Cantrel 206-510-4222 (cell) Aaron_Cantrel@comcast.com Puget Sound Energy Gas Glenn Helton 253-395-6926 425-559-4647 (cell) Puget Sound Energy Power Hong Nguyen 425-449-6609 (cell) Hong.Nguyen@pse.com 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 Reith Rd Water Main Improvements/Almaroof 1 - 24 June 8, 2020 Project Number: 19-3005 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. 1-07.23 Public Convenience and Safety SECTION 1-07.23(1) IS SUPPLEMENTED WITH THE FOLLOWING: 1-07.23(1) Construction Under Traffic This information is not represented to be a complete list of all sequence requirements. It is the contractor’s responsibility to determine the necessary sequencing of work from the project plans and specifications while incorporating the following direction of how the order of that work shall progress in regards to the water main installation. However, a construction sequence differing from that below may be submitted by the contractor, as long as it conforms with all related contract documents and is subject to the review and approval of the engineer. Sequence of Work 1) Contractor shall first complete the main waterline installation including but not limited to pressure testing, pigging, chlorinating, purity testing, and backfilling from approximately stations 16+75 +/- to 24+20 +/- for conformance with watermain ready to be placed into service. This shall also include but not limited to the valve cluster for the 8” line at approximately station 17+85, valve cluster and new 4” West Fenwick Park service connection at approximately station 19+60, and Air Vac Assembly at approximate station 23+95. Contractor shall lower the 3” CI existing West Fenwick Park service which conflicts with the 16” proposed water main prior to installation of the 16” water main. 2) Next, contractor shall simultaneously make the West Fenwick Park Service connection and make the complete tie in of new 16” water main to existing system at 42nd Ave. S. 3) Next, contractor shall complete the 8” connection to the fire line to the east side of Trinity Community Church at station 17+85. 4) Next, contractor shall complete the portion of water main work at the intersection of 38th Ave S and Reith Road. This work shall include but not be limited to the 16” valve cluster and connection to the existing system along with the abandoning of the existing 8” watermain once the proposed 16” watermain is active. Contractor shall complete this work while maintaining one lane of traffic flow on Reith Rd. Contractor shall conduct any potholes or exploratory excavations necessary to confirm the location of connection points to the existing system ahead of time. This work shall be completed over a weekend starting on Friday at 8pm through Monday at 5am with at least two weeks advance notice. Sufficient Reith Rd Water Main Improvements/Almaroof 1 - 25 June 8, 2020 Project Number: 19-3005 staff and additional materials and fittings shall be available to complete this work, including additional time for unexpected conflicts and/or pipe configurations. Priority shall be given to restore the two water services to the Trinity Community Church served from 38th Ave. S, south of Reith Road with service reinstated by Sunday at 7am, then the rest of the intersection work as described above. Approval for this one weekend including nighttime work has been approved by the City subject to noise reduction provisions by the contractor to keep disturbance to local area residents to a minimum. 5) Next, contractor shall complete curb ramp installation at the southwest corner of Reith Rd and 42nd Ave. S. However, prior to this installation, contractor shall coordinate with West Fenwick Park Renovation contractor for installation of a new pedestrian push button on or near this curb ramp being installed by the Parks contractor for the north – south crossing of Reith Rd. Finally, additional curb ramps, grind and overlay, traffic signaling, and channelization shall be completed. Performance Measures 1) Contractor shall not disconnect West Fenwick Park Water Service for a period of longer than 24 continuous hours during tie over to new water service and shall coordinate that outage with the engineer and with Parks Capital Project Staff. Engineer shall approve of the timing of any service disruptions. 2) Contractor shall not disrupt service to Trinity Community Church on a Wednesday, Friday, or Sunday unless approved in advance by the engineer with coordination with the church. Any service disruption shall be for a period of less than 16 continuous hours, and the anticipated disruption shall be coordinated with the engineer and with Trinity Community Church Facilities Staff no less than 7 days in advance. Engineer shall approve of the timing of any service disruptions. In addition, the existing 16” watermain along 38th Ave. S shall not be offline longer than 16 consecutive hours and the planned outage shall be coordinated with the Kent Water Distribution Operations. 3) Valves, fittings, and short pipe segments necessary for the intersection tie ins to the existing system described above shall be installed in a manner to safeguard for the entering of foreign debris, disinfected, tested, flushed and other necessary safeguards in a manner as approved by the engineer before installing and being placed into service. 4) The contractor shall not have any two intersections of Reith Road closed or partially closed at the same time. In addition, the contractor shall coordinate traffic control with the engineer and the City of Kent Parks and Recreation Project Manager concerning the Reith Rd Water Main Improvements/Almaroof 1 - 26 June 8, 2020 Project Number: 19-3005 adjacent “West Fenwick Park Renovation Project” expected to be in construction simultaneously with this project. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction 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. 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 Reith Rd Water Main Improvements/Almaroof 1 - 27 June 8, 2020 Project Number: 19-3005 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 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. Reith Rd Water Main Improvements/Almaroof 1 - 28 June 8, 2020 Project Number: 19-3005 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. All work at the intersection of 38th Ave S and S Reith Road shall be completed over a weekend starting on Friday at 8 pm through Monday at 5 am and in accordance to section 1- 07.23(1) of this special provision. 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 19.122.030. Reith Rd Water Main Improvements/Almaroof 1 - 29 June 8, 2020 Project Number: 19-3005 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 Reith Rd Water Main Improvements/Almaroof 1 - 30 June 8, 2020 Project Number: 19-3005 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. Reith Rd Water Main Improvements/Almaroof 1 - 31 June 8, 2020 Project Number: 19-3005 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. Reith Rd Water Main Improvements/Almaroof 1 - 32 June 8, 2020 Project Number: 19-3005 1-10 TEMPORARY TRAFFIC CONTROL 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 or 206-382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for “Temporary Traffic Control Devices,” the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, all traffic control devices shown in the traffic control plans 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. Reith Rd Water Main Improvements/Almaroof 1 - 33 June 8, 2020 Project Number: 19-3005 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 Control Supervisor” per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for “Traffic Control Labor.” The lump sum contract price for “Temporary Traffic Control Devices” shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item “Temporary Traffic Control Devices” will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 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 (PCMS)” 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 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 Reith Rd Water Main Improvements/Almaroof 1 - 34 June 8, 2020 Project Number: 19-3005 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 limited to the following work areas: 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City’s Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(1) of the WSDOT Standard Specifications. Reith Rd Water Main Improvements/Almaroof 2 - 1 June 8, 2020 Project Number: 19-3005 DIVISION 2 – EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor’s operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. Existing 3-Inch Water Meter 2. 42nd Avenue Traffic Signal Appurtenances The salvaged 3-Inch water meter shall be removed, hauled and stored at the City Maintenance Facility located at 5821 South 240th Street (a.k.a. West James Street). The salvaged traffic signal appurtenances shall be removed, hauled and stored at the City of Kent Signal Shop located at 1621 Central Avenue South. All improvements that are not designated for removal, but that are damaged by the Contractor’s operations shall be replaced, restored, or repaired at the Contractor’s sole expense. The Engineer’s determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor’s removal operations is final. SECTION 2-02.3(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. Reith Rd Water Main Improvements/Almaroof 2 - 2 June 8, 2020 Project Number: 19-3005 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: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City’s stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for “Remove Existing Asphalt Concrete Pavement” constitutes complete compensation for all labor, Reith Rd Water Main Improvements/Almaroof 2 - 3 June 8, 2020 Project Number: 19-3005 materials, tools, supplies and equipment required to remove existing asphalt for a depth of 8 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 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 S.Y. x 8 = 125 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 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 as shown on the plans and described in the specifications. The unit price contract price per lineal foot for “Saw Cut Existing Asphalt Concrete Pavement” constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 8 inches in accordance with the plans and specifications. 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 (length) x 8 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 10 inches thick and 100 linear feet then the quantity would be: 10 100 x 8 = 125 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. Reith Rd Water Main Improvements/Almaroof 2 - 4 June 8, 2020 Project Number: 19-3005 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 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 BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. Reith Rd Water Main Improvements/Almaroof 2 - 5 June 8, 2020 Project Number: 19-3005 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. Reith Rd Water Main Improvements/Almaroof 4 - 1 June 8, 2020 Project Number: 19-3005 DIVISION 4 – BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment “Crushed Surfacing Top Course, 5/8 Inch Minus” “Crushed Surfacing Base Course, 1-1/4 Inch Minus” The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Reith Rd Water Main Improvements/Almaroof 5 - 1 June 8, 2020 Project Number: 19-3005 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 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: Portland Cement 9-01 Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Reith Rd Water Main Improvements/Almaroof 5 - 2 June 8, 2020 Project Number: 19-3005 Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. 5-04.2(1) How to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), comply with each of the following:  Develop the mix design in accordance with WSDOT SOP 732. Reith Rd Water Main Improvements/Almaroof 5 - 3 June 8, 2020 Project Number: 19-3005  Develop a mix design that complies with Sections 9-03.8(2) and 9- 03.8(6).  Develop a mix design no more than 6 months prior to submitting it for QPL evaluation.  Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042.  Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal.  Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal.  Include with the mix design submittal a certification from the asphalt binder supplier that the anti-stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design.  Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency’s basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Acceptance of HMA Mixture [see Section 5-04.3(9)] Basis for Contracting Agency Approval of Mix Design for Placement on QPL Contracting Agency Materials Testing for Evaluation of the Mix Design Statistical Evaluation WSDOT Standard Practice QC-8 The Contracting Agency will test the mix design materials for compliance with Sections 9-03.8(2) and 9-03.8(6). Visual Evaluation Review of Form 350-042 for compliance with Sections 9-03.8(2) and 9-03.8(6) The Contracting Agency may elect to test the mix design materials, or evaluate in accordance with WSDOT Standard Practice QC-8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor’s certification, the Reith Rd Water Main Improvements/Almaroof 5 - 4 June 8, 2020 Project Number: 19-3005 Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Vacant 5-04.2(2) Mix Design – Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will 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. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review;  The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below.  The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp and signature) of a valid licensed Washington State Professional Engineer.  The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date. The mix design shall 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: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; 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), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). Reith Rd Water Main Improvements/Almaroof 5 - 5 June 8, 2020 Project Number: 19-3005 Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for “Commercial Evaluation” will be based on a review of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL’s) specified herein. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following:  Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures.  Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55◦F 45◦F 0.10 to 0.20 45◦F 35◦F More than 0.20 35◦F 35◦F Reith Rd Water Main Improvements/Almaroof 5 - 6 June 8, 2020 Project Number: 19-3005 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment – An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier Reith Rd Water Main Improvements/Almaroof 5 - 7 June 8, 2020 Project Number: 19-3005 to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The Contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. Reith Rd Water Main Improvements/Almaroof 5 - 8 June 8, 2020 Project Number: 19-3005 The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer’s recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device or material transfer vehicle (MTD/V) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTD/V is not required for HMA placed in irregular shaped and minor areas such as tapers and turn lanes. The MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be Reith Rd Water Main Improvements/Almaroof 5 - 9 June 8, 2020 Project Number: 19-3005 sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. The material transfer device or vehicle (MTD/V) is not required in this project. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer’s recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer’s recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Reith Rd Water Main Improvements/Almaroof 5 - 10 June 8, 2020 Project Number: 19-3005 Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor’s operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt  manufacturer. 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant Reith Rd Water Main Improvements/Almaroof 5 - 11 June 8, 2020 Project Number: 19-3005 material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per Section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width – fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1 Working Drawing of the manufacturer’s product information and recommendations to the Engineer prior to the start of work, including the manufacturer’s recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: Reith Rd Water Main Improvements/Almaroof 5 - 12 June 8, 2020 Project Number: 19-3005 a. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. b. Cracks greater than 1 inch in width – fill with sand slurry. 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor’s operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing Reith Rd Water Main Improvements/Almaroof 5 - 13 June 8, 2020 Project Number: 19-3005 After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1” wearing course/final lift 0.17 feet other courses 0.35 feet Reith Rd Water Main Improvements/Almaroof 5 - 14 June 8, 2020 Project Number: 19-3005 HMA Class ¾” and HMA Class ½” wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class ⅜” 0.17 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. 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 Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: Reith Rd Water Main Improvements/Almaroof 5 - 15 June 8, 2020 Project Number: 19-3005 For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation 1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant Reith Rd Water Main Improvements/Almaroof 5 - 16 June 8, 2020 Project Number: 19-3005 5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are 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. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF:  If the test results are found to be within specification requirements, additional testing will be at the Engineer’s discretion.  If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. Reith Rd Water Main Improvements/Almaroof 5 - 17 June 8, 2020 Project Number: 19-3005 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT 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 FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the Reith Rd Water Main Improvements/Almaroof 5 - 18 June 8, 2020 Project Number: 19-3005 quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance – Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(10) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of Reith Rd Water Main Improvements/Almaroof 5 - 19 June 8, 2020 Project Number: 19-3005 relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item “Roadway Core” the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item “Roadway Core” the Contracting Agency may obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price Reith Rd Water Main Improvements/Almaroof 5 - 20 June 8, 2020 Project Number: 19-3005 reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction – General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction – Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer’s discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction Reith Rd Water Main Improvements/Almaroof 5 - 21 June 8, 2020 Project Number: 19-3005 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. Reith Rd Water Main Improvements/Almaroof 5 - 22 June 8, 2020 Project Number: 19-3005 For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. Reith Rd Water Main Improvements/Almaroof 5 - 23 June 8, 2020 Project Number: 19-3005 5-04.3(11)D Rejection - A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection - An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. Reith Rd Water Main Improvements/Almaroof 5 - 24 June 8, 2020 Project Number: 19-3005 A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than ½ of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer’s application procedure. Construct the bridge paving joint seal as specified on the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer’s application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. Reith Rd Water Main Improvements/Almaroof 5 - 25 June 8, 2020 Project Number: 19-3005 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than ⅛ inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than ¼ inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre- Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The planing plan must be approved by the Engineer and a pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals. 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. Reith Rd Water Main Improvements/Almaroof 5 - 26 June 8, 2020 Project Number: 19-3005 Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor’s planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. Reith Rd Water Main Improvements/Almaroof 5 - 27 June 8, 2020 Project Number: 19-3005 The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s failure to conduct a pre-planing metal detection survey, or from the Contractor’s failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General In addition, the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. Reith Rd Water Main Improvements/Almaroof 5 - 28 June 8, 2020 Project Number: 19-3005 5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation’s activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation’s traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic control as it relates to the specific requirements of that day’s planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day’s planing, and paving. 2. A copy of each intersection’s traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day’s work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordination to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. Reith Rd Water Main Improvements/Almaroof 5 - 29 June 8, 2020 Project Number: 19-3005 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day’s operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day’s operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planing and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planing, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving – additional topics: a. When to start applying tack and coordinating with paving. Reith Rd Water Main Improvements/Almaroof 5 - 30 June 8, 2020 Project Number: 19-3005 b. Types of equipment and numbers of each type of equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type of equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day’s operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.4 Measurement HMA Cl. ½” PG 58V-22 will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section  5-04.3(11), the material removed will not be measured. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: The unit contract price per ton for “HMA Class 1/2”, PG 58V-22” shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are Reith Rd Water Main Improvements/Almaroof 5 - 31 June 8, 2020 Project Number: 19-3005 included in the Subsection and which are included in the Proposal. The cost for anti-stripping additive and water shall be included in this bid item. The unit contract price per ton for “Hot Plant Mix for Temporary Pavement Patch” shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of HMA used for temporary patching of pavement at the locations as specified herein and as directed by the Engineer. No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to bid item 5020 “Temporary Traffic Control Devices.” The unit contract price per square yard for “Planing Bituminous Pavement, 2 Inch Thick” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). The unit contract price per square yards shall also include all costs incurred to stockpile or dispose of the bituminous pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. 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 Class 1/2”, PG 58V-22” 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: http://www.wsdot.wa.gov/Business/Construction/EscalationClauses.ht m 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. Adjustments will be based on the most current reference cost for Western Washington as posted on the Agency website. For work Reith Rd Water Main Improvements/Almaroof 5 - 32 June 8, 2020 Project Number: 19-3005 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. Adjustment formulas for HMA items: If the reference cost 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 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. Reith Rd Water Main Improvements/Almaroof 7 - 1 June 8, 2020 Project Number: 19-3005 DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-09 WATER MAINS SECTION 7-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.2 Materials All water main pipe shall be ductile iron and shall meet the requirements of the following sections of the Kent Special Provisions: Ductile Iron Water Pipe ....................... 9-30.1(1) Fittings for Ductile Iron Pipe ................ 9-30.2(1) The following aggregates shall meet the requirements of the following sections of the Kent Special Provisions: Bedding Material ................................ 9-03.12(3) Foundation Material ............................ 9-03.17 Bank Run Gravel for Trench Backfill ...... 9-03.19 7-09.3 Construction Requirements SECTION 7-09.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(8) Removal and Replacement of Unsuitable Materials Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance to Section 7-09.3(8) of the WSDOT Standard Specifications except that the foundation material shall meet the requirements of Kent Special Provisions 9-03.17. Any unsuitable material shall be disposed of by the Contractor. SECTION 7-09.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(9) Bedding the Pipe In most cases, imported bedding is not required for water main installations. The native material shall be worked to form a continuous and uniform trench bottom for all buried pipe. Bedding material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe, compaction shall be 95 percent of maximum dry density per ASTM D-1557. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material, so as to provide firm and uniform support for the full length of the pipe, valves and fittings. Care shall be taken to prevent any damage to the pipe or its protective coatings. Reith Rd Water Main Improvements/Almaroof 7 - 2 June 8, 2020 Project Number: 19-3005 Material larger than 1 1/2 inch diameter found in the trench shall be removed for a depth of at least two inches around the pipe. When specified, imported bedding material shall be used. All bedding material prior to use shall be subject to the approval of the Engineer. The responsibility for obtaining said approval shall rest solely with the Contractor. NOTE: Pea gravel will not be allowed as a bedding material. Bedding shall be placed 6 inches under and 6 inches over the pipe where, in the opinion of the Engineer, existing material is found to be unsuitable. SECTION 7-09-3(13) IS REVISED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: 7-09.3(13) Handling of Pipe In addition, all installed lengths of pipe shall have a suitable swab or “pig” drawn continuously through them to remove all possible debris prior to flushing and disinfection. SECTION 7-09.3(19)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(19)A Connections to Existing Mains Connections to existing mains which require turning off the water, shall not be made without at least five (5) working days notice to the Engineer, the City Water Department, and affected water customers. Prior to purchase of materials, the Contractor shall field inspect the connection points to verify the exact fittings, adaptors, etc. required to make an approved connection. The Contractor shall furnish and install materials approved by the City. The City shall not be responsible for incorrect or unapproved materials purchased by the Contractor. Where various methods are possible, or if doubt exists as to what is required, the Contractor shall coordinate with the City prior to construction. The Contractor shall not make a connection to a live water main until after satisfactory pressure and purity tests. SECTION 7-09.3(19) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-09.3(19)C Connection to Existing Concrete Cylinder Mains The connections to an existing concrete cylinder water main shall be made in accordance with the Kent Standard Plans 3-5 and 3-6 and these Kent Special Provisions. Reith Rd Water Main Improvements/Almaroof 7 - 3 June 8, 2020 Project Number: 19-3005 The connection shall be made by the installation of a hat flange with tapping valve onto the existing main paying particular attention to the following: 1. All welding is to be done by a certified welder. 2. The hat flange shall have a special connection flange welded to the connection end (end connecting to existing main) as shown on the details. 3. The connection flange and end of the hat flange shall be checked for proper contour of its mating surface to the existing main. Any connections required shall be made before installations. 4. The outer concrete coating on the existing main shall be cleaned away to expose the steel portion of the pipe. The extent of concrete removal shall be no more than two inches from the outer weld of the hat flange ring in its installed position. Before cutting the concrete reinforcing wire mesh the mesh shall be secured by welding it to the pipe. 5. The weld to the existing main shall be made with the main shut down and pressure released. 6. After the weld has been accepted and the reinforcing wire mesh reconnected to the pipe and hat flange, the joint area and exposed portion of the existing pipe shall be recoated with cement concrete. SECTION 7-09.3(20) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(20) Detectable Marking Tape Instead of tracer tape, 12 gage solid copper wire protected with plastic shall be installed over all non-metallic water lines including service lines. The tracing wire shall be placed as shown on Standard Plans and shall extend the full length of the line. SECTION 7-09.3(23) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(23) Hydrostatic Pressure Test Hydrostatic pressure tests shall be made at a minimum pressure of 250 psi. SECTION 7-09.3(24) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24) Disinfection of Water Mains Following the pressure test, flushing procedure and disinfection of the pipe, the Contractor shall arrange with the Public Works Inspector for coliform (purity) tests to be taken by the Water Department. Two samples taken 24-hours apart, with no flushing between samples is required to be taken from each apparatus. The Contractor may elect to contract with a City-approved lab for the tests. Contractor shall pay for applicable permits and purity tests as required by the City. Reith Rd Water Main Improvements/Almaroof 7 - 4 June 8, 2020 Project Number: 19-3005 The Contractor shall install corporation stops at all locations required to take bacteriological test samples. If the original test sample proves unsatisfactory, an additional charge will be assessed to the Contractor for processing each additional sample. SECTION 7-09.3(24)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)A Flushing The Contractor shall be responsible for disposal of treated water flushed from mains. The sanitary sewer shall be the preferred option for disposal of all flushed water. The City shall approve disposal into available sanitary sewers, provided that the rate of disposal will not overload the sewer. All discharges to the storm system shall be tested for total residual chlorine using a portable “HACH” kit or equivalent, prior to discharge. NO DISCHARGE TO SURFACE WATERS OR THE STORM SYSTEM IS ALLOWED AT CONCENTRATIONS OF TOTAL RESIDUAL CHLORINE ABOVE 20 UG/1 (.02 MG/1). (Because the minimum detection limit for this test is about 10 ug/1 (.01 mg/1) under ideal conditions, field testing may lack precision.) If no acceptable discharge for the treated water is identified, the Contractor shall be required to dechlorinate the water prior to discharge. Water for testing and flushing, when taken from the City water mains shall pass through an approved reduced pressure backflow valve assembly. This activity must be coordinated with and approved by the City. SECTION 7-09.3(24)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)B Requirement of Chlorine All new, cleaned or repaired water mains shall be disinfected in accordance with AWWA Standard C651. This Specification includes detailed procedures for the adequate flushing, disinfection, and microbiological testing of all water mains. SECTION 7-09.3(24)M IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)M Chlorinating Connections to Existing Water Mains and Water Service Connections After the new piping has been flushed, pressure tested, disinfected, and all purity test sample results are satisfactory, connections to the existing main can be made. All closure pieces and fittings shall be swabbed with an appropriate chlorine solution (5-6 percent Cl), in accordance with AWWA Standard C651. Maximum length of swabbed section of water main pipe shall be less than 18 feet (1 section of pipe). Reith Rd Water Main Improvements/Almaroof 7 - 5 June 8, 2020 Project Number: 19-3005 SECTION 7-09.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-09.4 Measurement Measurement for payment of pipe for water mains will be by the linear foot of pipe laid, tested and approved and shall be along the pipe through fittings, valves, and couplings. SECTION 7-09.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.5 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 “Pipe Zone Bedding for Water Main” constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for “Foundation Material, Class I and II for Water Main” constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for “Bank Run Gravel for Trench Backfill for Water Main” constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected native materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. “4 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe” “16 Inch Diameter Ductile Iron, Cl 52 Water Main Pipe” The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, cement concrete thrust blocking, risers, elbows, disinfecting, Reith Rd Water Main Improvements/Almaroof 7 - 6 June 8, 2020 Project Number: 19-3005 flushing, testing, temporary blowoffs, tapping and corporation stops required for testing, and additional costs for overtime work when working on weekends. The unit bid price per each for “16 Inch Connection to Existing Water Main” constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to wet tap the main or cut into the main and make the connection, complete in place as shown on the plans and described in the specifications. The unit bid price shall include but not be limited to excavation, dewatering, all fittings, concrete block, couplings, adapters, tapping valve with tapping sleeves, concrete blocking and disinfection. Costs for connection to the ends of existing pipes (water main extensions) including removal of existing concrete blocking, and connections to existing valves, crosses, and tees and similar fittings shall be included in this bid item. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. (Water valves paid under separate bid items). The unit contract price per lump sum for “Abandon Existing Water Main” constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to abandon the existing water mains as shown on the plans and described in the specifications. The unit bid price shall include but not be limited to excavation, removal of pipes, concrete blocking, or fittings, mechanical plugging and capping the main at both ends, backfilling and compaction. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. All existing water mains called out to be abandoned in the design plans shall be considered incidental to this lump sum price. 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) Reith Rd Water Main Improvements/Almaroof 7 - 7 June 8, 2020 Project Number: 19-3005 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(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.3(1) Installation of Valve Marker Posts Valve marker posts conforming to Kent Standard Plan 3-4 shall be located opposite each valve as directed by the Engineer. The 18 inches of exposed post shall be painted with two coats of approved white concrete paint, and then the size of the valve, the type of valve, and the distance in feet from the post to the valve shall be painted on the face of the post, using approved black paint and stencils which produce letters 2-inches high. 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. 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 Reith Rd Water Main Improvements/Almaroof 7 - 8 June 8, 2020 Project Number: 19-3005 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: The unit bid price per each for “4, 8, and 16 Inch Gate Valve, MJ x FL or MJ x MJ or FL x FL” constitutes complete compensation for all labor, materials, tools, supplies and equipment required to furnish and install the type and diameter of valve complete and in place, including but not limited to: verifying existing pipe type, location and fittings; furnishing and installing the gate valve and all necessary fitting and appurtenances; furnishing and installing the valve box top section, lid, and base section; tapping valve with tapping tee where shown on the plans; valve nut extenders where needed; trenching; dewatering; backfilling and compacting selected materials; jointing; painting; disinfecting; flushing; hydrostatic and purity testing; furnishing and installing valve box with cover and a valve marker post; running a pig through valve. Water disconnect may be required after hours or on a weekend. Additional costs for weekend work, removal of existing valves, cutting and capping existing water mains shall be included in this item. The unit contract price per each for “2 Inch Combination Air Vacuum Valve and Vault” shall be full pay for all work to supply and install the air valve with vault, including but not limited to excavating, backfilling, laying and jointing the pipe, tapping the main, pipe and fittings, gate valve, valve box and nut extender, discharge riser, vault, testing, and cover and cleanup. All other items needed for a fully functional Air valve or shown in Kent Standard Plan 3-20 shall be considered incidental with this bid time price. Reference Kent Standard Plan 3-20. Reith Rd Water Main Improvements/Almaroof 7 - 9 June 8, 2020 Project Number: 19-3005 Payment for valve marker posts shall be incidental to the installation of new water valves, unless a specific bid item is included in the project proposal. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of installing the service connections from the water main to the customer’s service meter including meter setter; from the customer’s service meter to the property or easement line; and where shown on the plans, from the service meter to the customer’s service line. Service connections for commercial users as well as residential users are included. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles ................................. 9-30.6(1) Corporation Stops ................... 9-30.6(2) Polyethylene Pipe .................... 9-30.6(3)B Service Fittings ....................... 9-30.6(4) Meter Setters ......................... 9-30.6(5) Meter Boxes ........................... 9-30.6(7) Water Meters ......................... 9-30.7(8) 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be either Type K copper tubing without sweat-joints, or ultra-high molecular weight, high density polyethylene (PE) plastic pipe, only. Reith Rd Water Main Improvements/Almaroof 7 - 10 June 8, 2020 Project Number: 19-3005 Pipe materials used for water service lines on private property, and installed by the customer shall conform to the Uniform Plumbing Code. It is the customer’s responsibility to install and maintain the service line between the property or easement line and the facility being served. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating its work such that water service will be resumed with the least possible inconvenience to the water users. The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter shall be located directly opposite the corporation stop. 7-15.3(2) Flushing, Disinfection and Testing All service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting the meter and tested after connection to the meter. 7-15.3(3) Service Connections This work shall consist solely of connecting 1 inch or greater diameter service lines to the water main pipe by installing new corporation stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Kent Standard Plans. Direct taps shall not be allowed, a double strapped saddle must be used as shown in the Kent Standard Plans. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 7-15.3(4) Relocating Existing Water Meter Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans, and reconnecting the used meter assembly to the service line pipe. Reith Rd Water Main Improvements/Almaroof 7 - 11 June 8, 2020 Project Number: 19-3005 7-15.3(5) Water Service Lines This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter and from the water meter setter to the water service line. Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be either copper tubing type K or polyethylene plastic (PE) pipe and shall be installed with a minimum of 2 feet of cover over the top of the line. Whenever PE pipe is installed, 12 gage solid copper tracing wire with plastic coating shall be installed over the pipe for its entire length as shown in Kent Standard Plans 3-10 and 3-11. The wire shall be bared and connected between the corporation and the angle stop on the meter setter so as to maintain continuity. Water service line pipes shall not exceed 60 feet in length from the water main pipe to the meter setter. When water services lines are installed for future use, the work shall include a “tail run” section of service pipe two feet long from the water meter setter to the property or easement line. This “tail run” section shall have a union fitting on the end of the “tail run”, shall be indicated with a 2 x 4 stake marked with the legend “WATER” and shall otherwise be marked in conformance with Section 7-18.3(5) of the WSDOT Standard Specifications. When new water service lines are to be connected to existing service lines smaller than 1 inch in diameter, the new water service lines behind the meter shall be the same diameter as the service line from the water main to the meter and shall be suitably reduced at the connection. 7-15.3(6) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. All water meters larger than 2 inch shall be provided and installed by the Contractor. The Contractor shall reinstall existing water meters where shown on the plans regardless of meter size, unless otherwise stated in the Kent Special Provisions. Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 inches below finished grade. Reith Rd Water Main Improvements/Almaroof 7 - 12 June 8, 2020 Project Number: 19-3005 7-15.3(7) Compound Meter Assemblies Compound meter assemblies shall be installed where shown on the plans. Compound meter assemblies shall conform with Kent Standard Plan 3-12 in all respects and shall include a water meter of the specified size unless otherwise stated in the Kent Special Provisions. The utility vault for the compound meter and by-pass shall be sized to allow access to all gate valves when the cover is removed, shall be rated for H-20 traffic loading, and shall otherwise conform to Kent Standard Plan 3-12. This work includes connection to the customer’s service lateral when they exist. 7-15.3(8) Excavation, Bedding and Backfilling Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar nontraffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. 7-15.3(10) Replace/Abandon Existing Water Service Where the plans call for an existing water service to be abandoned, the corporation stop at the water main line shall be exposed and shut off. The service pipe shall then be removed from the corporation stop and a plug installed on the corporation stop. Reith Rd Water Main Improvements/Almaroof 7 - 13 June 8, 2020 Project Number: 19-3005 For service being replaced, the procedure specified above shall be used except that the new service pipe shall be connected to the corporation stop and the stop turned on. Use appropriate adaptor, when necessary, for connecting new pipe to existing corporation stop. Should the existing corporation stop be of the improper size, it shall be abandoned as specified above and a new corporation stop shall be installed on the water main line. SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, water meters, meter boxes and abandon water service will be made per each. Measurement of new water service line will be made per linear foot. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 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 each for “Service Connection 1 Inch Diameter” constitutes complete compensation for furnishing all labor, tools, equipment, and materials necessary for installing the service connection to the water main pipe including, but not limited to, double strap saddle installation, installation of the corporation stop, connection to the water service line, gate valve with valve box, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, and testing of the service connection. Reference Kent Standard Plan 3-10. The unit contract price per linear foot for “Water Service Line 1 Inch Diameter” constitutes complete compensation for the labor, materials, and equipment necessary or incidental to the installation of new water service lines including, but not limited to trench excavation, bedding, laying pipe, fittings and adaptors, connection and corporation stops, backfilling, restoration, marking of “tail runs”, testing, flushing, and disinfection. The unit contract price per lump sum for “4 Inch Service with 3 Inch Compound Water Meter with Bypass and Vault” constitutes complete compensation for all labor, materials, tools, and equipment necessary or incidental to furnish and install the compound meter assembly with vault including, but not limited to excavation, bedding, meter supports, ductile iron pipe, pipe fitting and adaptors, gate valves, check valve, water meter, utility vault, connection to the new 4 inch ductile service pipe, connection to the customer’s 3” cast iron service line, pipe Reith Rd Water Main Improvements/Almaroof 7 - 14 June 8, 2020 Project Number: 19-3005 support, testing, flushing, and disinfection. All other items which are necessary for installing a fully functional compound water meter shall be considered incidental in the lump sum price. Reference Kent Standard Plans 3-12a and 3-12b. Also, the lump sum price shall include remove all the existing meter system including all meters, fittings, valves, pipes, and vault’s lid as well as the salvage of the existing 3- Inch meter and delivery of that meter to the City Maintenance Facility in accordance with Section 2-02.3.The lump sum price shall also include raising the existing deduct meter and meter box to finished grade and replacing a segment of the 3-inch cast iron water line as needed to eliminate a high point in the line. The lump sum price shall also include all compensation for all labor, materials, tools, and equipment necessary or incidental to construct the retaining rock wall and gravel around the new vault as shown in the design plans and approved by the engineer. Note: The existing vault shall stay in place (without lid / cover) with bottom of vault broken for proper drainage and backfilled with crushed top course and topsoil bringing up elevation to match existing grade or as directed by engineer. Reith Rd Water Main Improvements/Almaroof 8 - 1 June 8, 2020 Project Number: 19-3005 DIVISION 8 – MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city’s municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Tackifier ............................... 8-01.3(2)E and 9-14.5(7) Seed .................................... 8-02.3(9)B and 9-14.3 Fertilizer ............................... 8-02.3(9)B and 9-14.4 Mulch and Amendments .......... 8-02.3(11)A and 9-14.5 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other Reith Rd Water Main Improvements/Almaroof 8 - 2 June 8, 2020 Project Number: 19-3005 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 BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited 3. City of Kent 2017 Surface Water Design Manual Reith Rd Water Main Improvements/Almaroof 8 - 3 June 8, 2020 Project Number: 19-3005 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. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Tackifiers Unless specified otherwise, wood cellulose fiber mulch per Section 9-14(5)10 of the Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be organic tackifier as specified in Section 9-14.5(7)A of the WSDOT Standard Specifications. When specified, tackifiers shall be applied in accordance with the manufacturer's recommendations. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Reith Rd Water Main Improvements/Almaroof 8 - 4 June 8, 2020 Project Number: 19-3005 Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5(2) Payment The unit bid price per lineal foot for “Silt Fence” constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to furnish and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project, and removal and disposal of the fence and accumulated sediment as directed by the Engineer. 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. Reith Rd Water Main Improvements/Almaroof 8 - 5 June 8, 2020 Project Number: 19-3005 Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. 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 ............. 9-14.2(1), (2), (3) Seed ....................................................... 9-14.3 Fertilizer .................................................. 9-14.4 Mulch and Amendments ............................. 9-14.5 Wood Cellulose Fiber ................................. 9-14.5(10) Erosion Control Devices ............................. 9-14.6 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. Reith Rd Water Main Improvements/Almaroof 8 - 6 June 8, 2020 Project Number: 19-3005 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)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5)A Seeding 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, Lawn and Seeding Areas 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(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. All street trees shall be planted in general conformance to Kent Standard Plan 6-55. SECTION 8-02.3(8)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8)C 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. Reith Rd Water Main Improvements/Almaroof 8 - 7 June 8, 2020 Project Number: 19-3005 8-02.3(9) Seeding, Fertilizing and Mulching SECTION 8-02.3(9)A IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-02.3(9)A Dates for Application of Seed 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 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(9)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas disturbed as part of this project shall be seeded. Hand Seeding shall be the method of seed application for this project. The Contractor shall notify the Engineer not less than 48 hours in advance of any seeding operation and shall not begin the work until areas prepared or designated for seeding have been approved. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hand 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. Seed Mix B shall be used for seeded areas adjacent to grass lawns, sidewalk landscape areas, areas adjacent to Park, 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. The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before seeded has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the seeded 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 Reith Rd Water Main Improvements/Almaroof 8 - 8 June 8, 2020 Project Number: 19-3005 weeks from the day of first watering and as necessary for healthy growth. Mulch: As needed to meet requirements of Sections 8-01.3(2)D and 9- 14.5. 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 9-14.4 of the Kent Special Provisions. Fertilizer shall not be applied on any creek side slopes in order to avoid contamination of these creeks. SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)D 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. SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)E Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-02.3(11)B IS REVISED AS FOLLOWS: 8-02.3(11)B Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to “wood chip mulch.” Add “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.” Reith Rd Water Main Improvements/Almaroof 8 - 9 June 8, 2020 Project Number: 19-3005 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 bid item “Landscape Restoration” shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, materials, tools and equipment necessary for restore those areas where landscaping was removed during construction and as directed by engineer. This item includes, but is not limited to furnish and install top soil, wood chip mulch, SOD, hand seeding, mulching, fertilizing, watering, shrubs, deciduous trees and ground cover for the restoration. A list of those plant material items being removed and replanted are to be provided by the Contractor and shall be given to the Engineer for review and approval prior to installation. All disturbed areas shall be restored to their original condition. 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 1-05.8(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. Reith Rd Water Main Improvements/Almaroof 8 - 10 June 8, 2020 Project Number: 19-3005 SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment The unit contract price per linear foot for “Cement Concrete Curb and Gutter” shall be considered complete compensation for all materials, labor, tools and equipment required to install the curb and gutter in accordance with the plans, specifications and as directed by the Engineer. The unit contract price per linear foot for “Pedestrian Curb” shall be considered complete compensation for all materials, labor, tools and equipment required to install the curb in accordance with the plans, specifications and as directed by the Engineer. 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 Plan 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 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. 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: Reith Rd Water Main Improvements/Almaroof 8 - 11 June 8, 2020 Project Number: 19-3005 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. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for “Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. No payment shall be made for furnish and install new raised pavement markers. The raised pavement markers shall be considered incidental to bid item “Double Yellow Centerline Paint Stripe”. 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. Reith Rd Water Main Improvements/Almaroof 8 - 12 June 8, 2020 Project Number: 19-3005 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 troweling 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. Curb ramp cross slope shall be constructed to not exceed 1.5% cross slope. Curb ramp running slopes shall be constructed to not exceed noted ramp running slopes in the plans. Landing shall be constructed to not exceed slopes noted in the plans. Curb ramps shall be of the type specified in the Plans and shall include the detectable warning surface. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans. The two- foot wide detectable warning surface, unless specified, shall be yellow and shall match the color of “Standard Interstate Yellow” paint as specified in Formula K-2-83. SECTION 8-14.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.3(5) Detectable Warning Surface Detectable warning surface (Truncated domes) placed on cement concrete or an existing surface including asphalt ramps or existing concrete ramps where specified on the plans shall be yellow, non-skid Vanguard ADA Systems - Detectable Warnings or an approved equal and shall be installed by a licensed Vanguard installer per the manufacturers specifications. The detectable warning surface used shall be continuously 2’ wide along curb ramp radii with no gaps. 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: Reith Rd Water Main Improvements/Almaroof 8 - 13 June 8, 2020 Project Number: 19-3005 “Cement Concrete Sidewalk,” per square yard “Cement Concrete Sidewalk Ramp Type Parallel A,” per each “Cement Concrete Sidewalk Ramp Type Parallel B,” per each The unit bid price 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 sidewalk ramps with detectable warning surface 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. The detectable warning surface (DWS) for each cement concrete sidewalk ramp shall be considered incidental to the ramp’s bid item price. Crushed Surfacing Top Course as required shall be paid for under separate bid items. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND 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. 8-20.2 Materials SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: 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. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: Reith Rd Water Main Improvements/Almaroof 8 - 14 June 8, 2020 Project Number: 19-3005 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. 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 junction 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 THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS 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)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. Reith Rd Water Main Improvements/Almaroof 8 - 15 June 8, 2020 Project Number: 19-3005 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 CrafcoTM 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. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for “6 Foot Diameter Traffic Loop” 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: remove existing traffic loop, saw cutting the pavement, the first 30 lineal feet of lead-in wire, sealing, connect new wiring to existing home run cable, testing, 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. Reith Rd Water Main Improvements/Almaroof 8 - 16 June 8, 2020 Project Number: 19-3005 Note: The Contractor shall vacuum up all slurry produced during saw cutting for traffic loops and dispose of offsite in accordance with applicable regulations. The unit contract price per lineal foot for “Additional Lead-In Wire” shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the additional lead-in wire at the location shown on the plans and described in the specifications. The unit bid shall include but not be limited to: saw cutting the pavement, wiring, furnishing and installing 2-inch diameter schedule 80 conduit, excavation, backfilling, sealant, connect new wiring to existing home run wire, testing, 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. The unit contract price per each for “Pedestrian Pushbutton Assembly with Post and Foundation” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove existing pedestrian pushbutton assemblies, provide and install a new pedestrian push button assembly and metal post. This work includes but shall not be limited to: removal of the existing pushbutton assemblies, supplying and installing a new pedestrian pushbutton assembly and metal post, excavation, trenching, conduit, trench backfill, compacting, foundation, connections, testing, and all wiring between pedestrian signal head and pedestrian push button assembly and the junction boxes. All additional materials 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 unit contract price. Reference WSDOT standard plans J-20.15-03 and J-20.26-01. This work shall be performed by a licensed electrical contractor and includes but shall not be limited to coordinating with the City of Kent Traffic Signal Systems Supervisor and salvaging appurtenances to the City of Kent Signal Shop at 1621 Central Ave. S. The completed signal modifications shall be inspected by the City of Kent Traffic Signal Systems Supervisor. 8-22 PAVEMENT MARKING 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, 24 inches wide, aligned parallel with the direction of traffic. Pairs are located as shown in Kent Standard Plan 6-75. Reith Rd Water Main Improvements/Almaroof 8 - 17 June 8, 2020 Project Number: 19-3005 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 (24 inch wide)  Plastic Stop Lines (12 inch wide) Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings.  Plastic Bike Lane Symbols with Arrows  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  Profiled 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 °F 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 Reith Rd Water Main Improvements/Almaroof 8 - 18 June 8, 2020 Project Number: 19-3005 pavement surface temperature is at or above 130 °F(54°C), and show no deformation or flaking at temperatures between –10 °F 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. SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting 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 points as required by Kent Standard Plan 6-74M. Approval by the Engineer is required before the placement of permanent pavement marking. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application Reith Rd Water Main Improvements/Almaroof 8 - 19 June 8, 2020 Project Number: 19-3005 The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer’s decision to adjust the method of payment for damaged paint stripes. The Engineer’s decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.3(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. Reith Rd Water Main Improvements/Almaroof 8 - 20 June 8, 2020 Project Number: 19-3005 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. 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, 24 inch wide, strips length shall be as shown in the design plans, refer to Kent Standard Plan 6-75M for more details. 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. 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 ¼ inch. Edges shall be crisp and sharp with no more than ¼ 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. Reith Rd Water Main Improvements/Almaroof 8 - 21 June 8, 2020 Project Number: 19-3005 Symbols – The dimension of the symbols shall be not less than specified in the in the Contract or greater than specified dimensions plus ¼ inch. Edges shall be crisp and sharp with no more than ¼ 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. 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 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 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 Reith Rd Water Main Improvements/Almaroof 8 - 22 June 8, 2020 Project Number: 19-3005 “White Edge Line Paint Stripe” “Plastic Stop Line (24 inch wide)” The measurement for the above items will be based on the total length of each plastic line installed. “Double Yellow Centerline Paint Strip” will be based on the total length of double yellow centerline installed. The per linear foot measurement includes both lines which form the double yellow centerline. 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: “White Edge Line Paint Stripe” per linear foot “Double Yellow Centerline Paint Strip,” per linear foot “Plastic Stop Line (24 inch wide),” per linear foot “Plastic Traffic Arrow,” per each Raised pavement markers shall be considered incidental with the bid item price for “Double Yellow Centerline Paint Strip”. 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 or directed by engineer 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. 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. Reith Rd Water Main Improvements/Almaroof 8 - 23 June 8, 2020 Project Number: 19-3005 SECTION 8-23.4 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 considered incidental to bid item 5020 “Temporary Traffic Control Devices.” 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans or directed by engineer and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 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 contract price per each for “Pothole Utilities” constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans or directed by engineer, and described in the specifications. Reith Rd Water Main Improvements/Almaroof 8 - 24 June 8, 2020 Project Number: 19-3005 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and installation and maintenance of project signs where shown in the plans or where directed by the Engineer. All project signs become the property of the City at the end of the project, and the Contractor shall deliver project signs to the City Maintenance Shop. 8-30.2 Materials Sign shall be 4 feet high by 8 feet wide laminated vinyl face and securely mounted on Dibond aluminum panel or approved equal. Sign posts shall be 4 inch x 6 inch Fir. 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs, as determined by the Engineer, shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the Proposal: The unit contract price per each for “Project Sign” constitutes complete compensation for furnishing all sign(s), labor and materials, installation and maintenance of project sign(s) for the life of the project and Reith Rd Water Main Improvements/Almaroof 8 - 25 June 8, 2020 Project Number: 19-3005 removal and delivery of sign(s) to the City Shops. Failure to adequately maintain and deliver the project signs to the City Maintenance Shop after project completion shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer’s discretion. Reith Rd Water Main Improvements/Almaroof 9 - 1 June 8, 2020 Project Number: 19-3005 DIVISION 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 Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Reith Rd Water Main Improvements/Almaroof 9 - 2 June 8, 2020 Project Number: 19-3005 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 II Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II 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 BY ADDING THE FOLLOWING: Reith Rd Water Main Improvements/Almaroof 9 - 3 June 8, 2020 Project Number: 19-3005 9-03.21(1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Topsoil SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2(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: Screen Size * Percent Passing 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 9-14.5(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 Reith Rd Water Main Improvements/Almaroof 9 - 4 June 8, 2020 Project Number: 19-3005 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 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.2(4) 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 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Seed Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Proportion Seed Mix “A” Ingredient Min. % Pure Seed Min. % Germination Max. % Weed Seed 40% Perennial Ryegrass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bentgrass 98% 90% 0.5% 10% White Dutch Clover (Pre-inoculated) 98% 90% 0.5% Mix B (Landscaped Area Grass): Weight Proportion Seed Mix “B” Ingredient Min. % Pure Seed Min. % Germination Max. % Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewings Fescue 95% 90% 0.5% 40% Perennial Ryegrass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual Ryegrass 95% 90% 0.5% Reith Rd Water Main Improvements/Almaroof 9 - 5 June 8, 2020 Project Number: 19-3005 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 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous ............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.5 Mulch and Amendments SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.5(8) Compost Reith Rd Water Main Improvements/Almaroof 9 - 6 June 8, 2020 Project Number: 19-3005 Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.5(10) 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. 9-29 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. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: 9-29.2(1)A Standard Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. 9-29.2(1)B Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. Reith Rd Water Main Improvements/Almaroof 9 - 7 June 8, 2020 Project Number: 19-3005 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)I 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. 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 securely join 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 Scotch™#06147 Electrical Moisture Sealant, or approved equal. SECTION 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. SECTION 9-29.19 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.19 Pedestrian Push Buttons Where noted in the contract, 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 buttons shall be Campbell Company, AdvisorTM (AGPS) or Campbell Company, GuardianTM type assemblies or approved equal. The pedestrian push button assembly shall be constructed 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. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.1(1) Ductile Iron Pipe Pipe for water mains shall be cement mortar lined ductile iron Class 52 and conforming to the latest revisions to the ANSI specifications. Reith Rd Water Main Improvements/Almaroof 9 - 8 June 8, 2020 Project Number: 19-3005 Connections shall be push-on joint with rubber gaskets unless otherwise specified on the plans. 9-30.2 Fittings SECTION 9-30.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(1) Ductile Iron Pipe Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21.11. Flanged joint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current version of AWWA standard C115/A21.15. 9-30.3 Valves SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(1) Gate Valves (3 to 16 Inches) Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-509, and shall have a working pressure rating of 250 psi, unless otherwise specified in the Kent Special Provisions. They shall be iron bodied bronze mounted, non-rising stem, and counterclockwise opening. Valve stems shall be provided with O-ring seals. 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 3-7. 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. Reith Rd Water Main Improvements/Almaroof 9 - 9 June 8, 2020 Project Number: 19-3005 Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. SECTION 9-30.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(5) Valve Marker Posts Valve marker posts shall be constructed of Class 3000 cement concrete; shall be 4-inches by 4-inches by 42-inches long with a 6-1/4 inch by 4-inch base; shall contain one number 3 reinforcement bar; and shall otherwise conform to Kent Standard Plan 3-4. The exposed portion of the marker posts shall be coated with two coats of WHITE concrete paint. The FOG-TITE valve marker post is the pre-approved marker post. SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(6) Valve Stem Extensions Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve stem operating nuts shall be no shallower than one and one-half (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. SECTION 9-30.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 9-30.5 Hydrants Fire hydrants shall be compression type, break-away (traffic model) hydrants conforming to AWWA C502 except as modified herein. Hydrant types shall be, Clow Medallion, M & H 929, or Mueller Super Centurion. SECTION 9-30.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.5(2) Hydrant Dimensions Hydrants shall conform with Kent Standard Plan 3-1. Valves and Nozzles – Fire hydrants should have a bottom valve size of at least five inches, one 4-1/2 inch pumper nozzle and two 2-1/2 inch nozzles shall have NST threads, with 1-1/4 inch pentagonal nuts. Painting - Public owned hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #1000 (white gloss alkyd enamel). Private hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #X 3472 (case yellow gloss alkyd enamel). Reith Rd Water Main Improvements/Almaroof 9 - 10 June 8, 2020 Project Number: 19-3005 SECTION 9-30.5(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.5(6) Guard Posts Guard posts shall be constructed of Class 3000 cement concrete; shall be 6-feet long and 9-inches in diameter; shall have 5 equally spaced number 3 reinforcement bars with a minimum of 1-1/2 inch cover; and shall otherwise conform to Kent Standard Plan 3-3. The FOG-TITE hydrant guard post is the pre-approved guard post. All other posts require the approval of the Engineer. SECTION 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6 Service Connections 9-30.6(1) Saddles The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. thread. The “U” straps shall conform to the outside diameter of the range stamped on the saddle. The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Corporation Stops Size Ford Model Number 3/4 inch FB500-3 1 inch FB500-4 1 1/2 inch FB500-6 2 inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9-30.6(4)) only. SECTION 9-30.6(3)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(3)B Polyethylene Pipe Polyethylene service pipe shall be iron pipe size (IPS) ultra-high molecular weight, high density polyethylene plastic meeting or Reith Rd Water Main Improvements/Almaroof 9 - 11 June 8, 2020 Project Number: 19-3005 exceeding the following standards: ID ASTM D-2239, SIDR-7, and PE 3408, AWWA C-901, AWWA C-800, and National Sanitation Foundation Standards and conforming to all other applicable standards. This polyethylene pipe shall be rated at or above a working pressure of 200 psi. Polyethylene plastic pipe shall have a manufactured stainless steel insert stiffener at all compression pack joints. Driscopipe 5100 Ultra-Lien water pipe is an approved product meeting the above specifications. All other products require approval of the City Water Department after submittal of a sample length of pipe and the manufacturer’s product literature. The City is not responsible for the purchase of materials not meeting the above specifications. SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(4) Service Fittings Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Contractor shall use an adaptor. If the existing service line is long enough to connect to the setter directly without the need of an adaptor, a pack joint coupling shall be used for the connection to the setter. Pack joint couplings shall make a tight and permanent joint on type K copper tubing or polyethylene plastic pipe as appropriate. Pack joint couplings shall be made of bronze, and shall have a gasket or O-ring. Fittings used for copper and/or polyethylene tubing shall be Ford pack joint type only. Ford stainless steel stiffeners shall be used when utilizing compression fittings on polyethylene tubing. Insert Stiffeners The following table is a summary of the insert stiffeners that shall be utilized for the respective pipe sizes stated. Ford Insert Stiffeners Size Ford Model Number 3/4 inch Insert-71 1 inch Insert-72 1 1/2 inch Insert-74 2 inch Insert-75 Pack Joint Couplings The following table is a summary of Ford pack joint couplings that shall be utilized for the respective pipe sizes and types stated. Reith Rd Water Main Improvements/Almaroof 9 - 1 June 8, 2020 Project Number: 19-3005 Ford Pack Joint for Straight CTS Pipe Ford Model Number Male Iron Pipe P.J. for CTS C84-34 3/4 inch 1 inch C84-44 1 inch 1 inch C84-66 1 1/2 inch 1 1/2 inch C84-77 2 inch 2 inch Ford Pack Joint for Polyethylene Pipe Ford Model Number Male Iron Pipe P.J. for PEP C86-34 3/4 inch 1 inch C86-44 1 inch 1 inch C86-66-IDR7 1 1/2 inch 1 1/2 inch C86-77-IDR7 2 inch 2 inch SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(5) Meter Setters Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an angle shut off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve shall be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. In no case shall residential meter stops be equipped with a bypass. The following meter setters shall be used for the respective size meter setter listed: Meter Setter Size Type 3/4 inch Ford VH72-15W-11-33 1 inch Ford VH74-15W-11-44 1 1/2 inches Ford VBH76-15B-11-66 L/BP 2 inch Ford VFH77-15B-11-77 L/BP SECTION 9-30.6(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(7) Meter Boxes Meter box requirements vary with respect to water meter size and location of the meter box. Meter boxes shall be as follows: Reith Rd Water Main Improvements/Almaroof 9 - 1 June 8, 2020 Project Number: 19-3005 Meter Box Meter Size Location Type 3/4 inch 1Planters Carson 1220-12 Sidewalks, driveways, pavements or adjacent to vehicle turning areas Olympic Foundry #SM29 Meter Box Meter Size Location Type 1 inch 1Planters Carson 1220-12 Sidewalks, driveways, pavements or adjacent to vehicle turning areas Olympic Foundry #SM30 1 1/2 inch to 2 inch 1Planters Carson 1730-15 Sidewalks, driveways, pavements or adjacent to vehicle turning areas Olympic Foundry #SM30 3 inch and larger Concrete vaults per Kent Standard Plan 3- 12 1 All plastic boxes shall be constructed of black polyethylene. Irrigation Box DCVA or PRV Size Type 3/4 inch to 1 inch and all PRV’s Carson 1324-15G Green solid lid 1324-2L Extension Boxes - 6 inch Carson 1324B-1L 1 1/4 inch to 2 inch Carson 1730C-1B for 15 inch high Carson 1730D-1B for 18 inch high Green solid lid 1730-P2L SECTION 9-30.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-30.6(8) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. The City Water Department will not provide or set the water meter(s) until the Contractor has obtained the necessary permit(s), paid all associated fees, and receives a request from the project inspector. All water meters larger than 2 inch shall be provided and installed by the Contractor. All 5/8 x 3/4 and full 3/4 meters shall be the short pattern. Reith Rd Water Main Improvements/Almaroof 9 - 2 June 8, 2020 Project Number: 19-3005 All water meters regardless of their respective size shall register in cubic feet. The following table is a list of respective meter sizes and meter types. Meter Size Type 5/8 inch x 3/4 inch Invensys SR 3/4 inch Invensys SR 1 inch Invensys SR 1 1/2 inch Invensys SR 2 inch Invensys SR 3 inch to 6 inch Invensys SRH Compound Compound meters for service connections 3 inches and larger shall be installed within a concrete vault and be constructed in accordance with Kent Standard Plan 3-12. After installation of the compound meter, a certified testing laboratory shall certify the accuracy of the meter. A copy of the certification report shall be provided to the Kent Water Department. Reith Rd Water Main Improvements/Almaroof A - 1 June 8, 2020 Project Number: 19-3005 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-4M Valve Marker Post 3-7M Valve Box and Operating Nut Extender 3-9aM Concrete Blocking (sheet 1 of 2) 3-9bM Concrete Blocking (sheet 2 of 2) 3-10M Service Connection 1” Service 3-12a Compound Water Meter with By-Pass (sheet 1 of 2) 3-12b Compound Water Meter with By-Pass (sheet 2 of 2) 3-20 2”, 4” and 6” Combination Air/Vacuum Valve and Vault 3-21M Tapping Sleeve and Valve Assemblies STREET 6-33M Cement Concrete Curbs 6-34M Curb and Sidewalk Joint Example 6-35M Expansion and Contraction/Control Joints 6-74M Typical Lane Markings 6-75M Thermoplastic Crosswalk Markings 6-76M Thermoplastic Arrows, Stop Bars & Only Legend 6-98M Induction Loop Details 6-99M Induction Loop Installation Notes 6-100M Induction Loop Placement CLASS 3 0 0 0 C O N C R E T E COATS O F W H I T E LOWE R L I M I T F O R 2 (SEE S T A N D A R D P L A N 3 - 1 PAINT O N A L L F A C E S NOTE 2 F O R T Y P E ) FINIS H E D G R A D E #3 REI N F O R C E D B A R 1 1/4" T Y P . WEIGHT : 5 3 - 6 0 L B S . GROOV E I N T O P O F P O S T . "V" IS P R E - C A S T 40 1/4"6 1/4" 1 3/8"4"42"3 1/2"18"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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTES: 1. FOR USE ON EASEMENTS OR WHENEVER THE WATER VALVE IS LOCATED IN AN UNPAVED AREA. 2. THE FOG TITE INC. VALVE MARKER POST WITH THE "WATER" LEGEND IS THE PRE-APPROVED PRODUCT. ALL OTHERS REQUIRE THE WRITTEN APPROVAL OF THE ENGINEER PRIOR TO INSTALLATION. 3.LOCATE BEHIND WALK WHEN PRESENT OR BEYOND ROADWAY CLEAR ZONE. PRECAST UNITS INCLUDE RECESSED STAMP FOR TYPE 4" TYPICAL 2" HIGH BLACK STENCIL MARKINGS ON THIS FACE ONLY. HOMERIGHT PAINT INDICATES SIZE OF VALVE ( X ) DISTANCE TO VALVE BLOWOFF ( Y ) X Y ( Y ) DISTANCE FROM MARKER POST TO MAIN 90° DIRECTIONAL ARROW NUT OPERATING NUT EXTENDER VALVE BOX WITH OPERATING NUT EXTENDERLENGTHSTEEL ROD. 3/4" SOLID 1/8" MIN. THICK ROCK GUARD, 4 1/4" DIA.3.0' MAX.3'x3'x4" THICK CONCRETE (3,000 PSI) PAD AROUND VALVE COVER IN UNPAVED AREASVARIES; 3'-6" MIN.3'PLAN VIEW OPERATING 2" SQUARE 3' 4" NOTES: 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.AS NEEDED1.EXTENSIONS ARE REQUIRED WHEN 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. 3.EARS, LUGS OR STAINLESS CAP SCREWS (TRANSMISSION MAINS ONLY) ON COVER SHALL BE ALIGNED WITH DIRECTION OF WATER FLOW, SEE PLAN VIEW. 4.FOR ADDITIONAL REQUIREMENTS AND USE SEE CITY OF KENT DESIGN AND CONSTRUCTION STANDARDS 3.19.B AND C OR KENT SPECIAL PROVISIONS 9-30.3(4) AND (6). 5.VALVE BOX SHALL BE CENTERED OVER 2" SQUARE OPERATING NUT. OPERATING NUT EXTENDER AS NEEDED (BELOW RIGHT) C/L SEE NOTE 3 WATER MAIN DIRECTION WATER SLOPE AWAY 2% MAX (TYP)2%MAXOLYMPIC FOUNDRY VB 940 WITH TWO (2) INCH "DEEP SKIRT" COVER. THE COVER SHALL BE MARKED "WATER". SEE NOTES 3, 4, AND 5. CARE SHALL BE TAKEN IN BACKFILL OPERATIONS ENSURING OPERATING NUT IS IN CENTER AT ALL TIMES BASE SECTION: RICH 24" VALVE BOX BOTTOM, OLYMPIC NO. VB1C OR PRE-APPROVED EQUAL AND SHALL BE COMPATIBLE WITH TOP SECTION 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. FUSION BONDED EPOXY COATED SHACKLE RODS (TYP.)VBSS UNDISTURBED EARTHFUSION BONDED EPOXY COATED SHACKLE RODS (TYP.)VBSS UNDISTURBED EARTHTYPE A TYPE B d dL LdLPIPE SIZE NOM. DIA.(INCHES)TEST PRESSURE(PSI)VERTICAL BEND(DEGREES)NO. OF CU FT OFCONC. BLOCKINGSIDE OF CUBE(FEET)DIA. OF SHACKLERODS (2)(INCHES)TYPE A BLOCKING FOR 11 14" AND 22 12" VERTICAL BENDS VB DEPTH OF RODS INCONCRETE(INCHES)S d L 4" 300 11 14 22 12 2 2 14 18 24 6"11 14 22 12 2 14 3 34 8"11 14 22 12 2 12 3 12 12"11 14 22 12 4 5 1 36 8 12 12 27 16 43 64 125 PIPE SIZE NOM. DIA.(INCHES)TEST PRESSURE(PSI)VERTICAL BEND(DEGREES)NO. OF CU FT OFCONC. BLOCKINGSIDE OF CUBE(FEET)DIA. OF SHACKLERODS (2)(INCHES)TYPE B BLOCKING FOR 45° VERTICAL BENDS VB DEPTH OF RODS INCONCRETE(INCHES)S d L 4" 3006"34 8" 12"1 27 64 125 216 3 4 5 6 45 20 30 SEE STRAP DETAIL BELOW STRAP DETAIL 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. BOTTOM FACE THRUST BLOCK AREA REFERS TO THE BOTTOM FACE OF BLOCK MEASURED IN SQUARE FEET TYPE C PIPE SIZE NOM. DIA.(INCHES)90°BENDTEE 45° BEND ANDDEAD END11 14" AND 22 12"BENDTYPE C BLOCKING FOR 11 14", 22 12", 45°, AND 90° VERTICAL BENDS THRUST BLOCK AREA IN SQUARE FEET FIRM SILT OR FIRM SILTY SAND COMPACT SAND 4" 6" 8" 12" VB 1'-0" MIN . UNDIS T U R B E D E A R T H 5.8 13.3 23.3 53.0 4.2 9.4 16.7 37.5 1.7 3.8 6.7 15.0 2.9 6.7 11.7 26.590°BENDTEE 45° BEND ANDDEAD END11 14" AND 22 12"BEND90°BENDTEE 45° BEND ANDDEAD END11 14" AND 22 12"BENDVERT ℄ OF PIPE AND BLOCK CONCRETE THRUST BLOCK COMPACT SAND AND GRAVEL PIPE SIZE 2.1 4.7 8.4 18.8 1.0 1.9 3.4 7.5 2.2 5.0 8.8 20.0 1.6 3.5 6.3 14.0 1.0 1.4 2.5 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE AND 3'-0" MIN COVER OVER WATER MAIN NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12" DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING FOR VERTICAL FITTINGS (POURED IN PLACE) SHALL BEAR AGAINST UNDISTURBED NATIVE GROUND. 3.ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED MINIMUM COMPRESSIVE STRENGTH. 4.ALL BLOCKING SHALL BE COMMERCIAL CLASS 3000 CONCRETE. 5.AFTER INSTALLATION, SHACKLE RODS AND PIPE SADDLES SHALL BE CLEANED AND COATED WITH 2 COATS OF ASPHALTIC VARNISH, ROYSTON ROYKOTE #612M OR APPROVED EQUAL. 6.SHACKLE RODS SHALL BE FUSION BONDED EPOXY COATED ROUND MILD STEEL, ASTM A 36, WITH THREADS ON ENDS ONLY. 7.BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS. REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. WRAP PIPE AND FITTINGS WITH 8-MIL POLYETHYLENE SHEETING AS BOND BREAK BETWEEN PIPES AND CONCRETE THRUST BLOCK INSPECTION LID, SEE NOTE 7 UNOBSTRUCTED INSPECTION LID ANGLE STOP AND METER WHEN ACCESS EQUIPPED STOP SHALL BE LOCATED IN BOX o WHERE ANGLING OF SHUT-OFF. z rr _ WRENCH IS NOT REQUIRED w Lu METER BOX � SIDEWALK (6" MIN.) a w w SIDEWALK OR 7 4" SPACER PIPE PLANTER STRIP cn SEE NOTE 1 OR PLANTER STRIP a w J CURB H LE IN SPACER (DO STREET NO INSTALL GASKETS) L o DRILL o HOLE SINGLE ANGLE STOP - CHECK ACCESS 6" MIN. if ELL o (TYP.) w zl z_ ANGLE METER STOP 2' MAX. FROM J o WITH PADLOCK WINGS O PROPERTY LINE of z Lu = SEE NOTE 5 METER Ii METER SETTER (%" OR 1" SEE NOTE 6 SETTERS I w o DEPENDING ON METER) SEE NOTE 8 o w SEE NOTE 1 8" TO 10" OF 5/8" m f 1" PACK JOINTx%" I.P. GRAVEL THREAD MALE ADAPTER DRA NAGEOAND BOX I o (Y4" SETTER ONLY) SUPPORT a INLET - n PLAN VIEW NOTES: SEE NOTE 5 1. SEE SEC. 3.10 FOR PRE -APPROVED METER SETTERS AND METER BOXES. 2. SEE STANDARD PLAN 3-13 IF PRESSURE REDUCING VALVE IS REQUIRED. 3. PROVIDE 8" MIN. CLEARANCE BETWEEN OUTSIDE EDGES OF ADJACENT METER BOXES. 4. CENTER METER SETTER IN METER BOX; FRONT -TO -BACK, SIDE -TO -SIDE. CUSTOMER SERVICE LINE TO HOUSE OR BUILDING INSTALLED UNDER PLUMBING PERMIT - END OF CITY OF KENT MAINTENANCE RESPONSIBILITY PER KENT CITY CODE SECTION 7.02.040 INSTALL AN 18" PIECE OF SCHEDULE 80 PVC PIPE IN METER SETTER BRACE EYE. 5. 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE, PLASTIC 1" PACK JOINT ADAPTER X COATED, FOR POLY PIPE ONLY. BARE WIRE ENDS. NO SPLICES I" I.P. FEMALE THREAD WILL BE ALLOWED. PERMANENTLY CONNECT WIRE END TO SADDLE 1" CORP. DOUBLE OR CORP. STOP. STRAP SADDLE � 6. PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER AND TAPPING SADDLE WITH STAINLESS STEEL HOSE CLAMPS. 7. INSPECTION LID IS ONLY INCLUDED IN PLASTIC BOXES ALLOWED IN PLANTER STRIPS. 8. ALL NEW INSTALLATIONS AND REPLACEMENTS SHALL ENSURE BOX AND SETTER PLACEMENT IS OR WILL BE SQUARE TO THE NEW OR EXISTING HARDSCAPE SURROUNDINGS. 9. PRV TO BE ALL CAST BRONZE UNIONLESS WATER REDUCING VALVE AND STAINLESS STEEL STRAINER WILKINS, NO. 600, 3/4", 1", 1 1/2", OR 2", BY-PASS, MONEL TRIM. MAX. FOR WATER -AIR OR PRE -APPROVED EQUAL. 0 WAshl 38296 0 ISTDESIG c/Ay �S� DRAWI 'sIONAL �� CHECI IT MIN. TYPE "K" COPPER PIPE OR POLYETHYLENE PLASTIC PIPE (IRON PIPE SIZE) TO PROPERTY LINE 220 \-- SEE NOTE 5 CL.-52 DUCTILE IRON WATER MAIN. TO CUSTOMER1.FLANGE ADAPTER.2.3"-6" COMPOUND WATER METERS TO BE TESTED BY APPROVED TESTING COMPANY FOR ACCURACY AFTERINSTALLATION3.AN ISOLATION GATE VALVE SHALL BE INSTALLED AT THE CONNECTION TO THE CITY MAIN.4.FOR 3" AND 4" WATER MAINS USE UTILITY VAULT 4484 LA OR EQUIVALENT WITH AN OVERALL DEPTH OF 5'-7" ANDHAVE A DOUBLE HATCH LID WITH RECESSED LOCKING HASP. FOR 6" AND 8" WATER MAINS USE UTILITY VAULT 5106LA OR EQUIVALENT WITH AN OVERALL DEPTH OF 7'-2" AND HAVE A DOUBLE HATCH LID WITH RECESSED LOCKINGHASP.5.RESILENT WEDGE GATE VALVE FLxFL 2" SQUARE OPERATING NUT NON RISING STEM.6.INSTALL 1-2"x6" BRASS NIPPLE, 1-2" BALL VALVE (FIP THREAD), 1-2" MIPx2-1/2" NST HOSE FITTING #D579 AND1-2-1/2" NS6T CAP #D5194.7.INSTALL A 2-332 LID APPROXIMATELY 36"Wx66"L.NOTES:8'-4" (4484 LA)10'-6" (5106 LA)FLxFLxFL TEEVARIESVARIESDUCTILE IRON PIPESEE NOTE 36" MIN.MAINFROMVAULT WALL (TYP)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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.PLAN VIEWSENSUS OMNI C2 WATER METER IN DRS LAY LENGTH WITH BY-PASSRESILIENT WEDGEFLxFL O S AND YGATE VALVESENSUS OMNI C2 METERIN DRS LAY LENGTHSEE NOTE 1SEE NOTE 5SEE NOTE 5SEE NOTE 6LADDER WITHSAFETY UP DEVICE4'-4" (4484 LA) 5'-0" (5106 LA)VAULT LIDFLOWFLxMJ 90°FLxFL 90°6"MIN.SILENT CHECK VALVE 6" CSTC OR CSBC PAD (TYP)5'-7" (4484 LA) 7'-2" (5106 LA)FLxFL RESILENT WEDGEGATE VALVE 2" OPERATINGNUT NON RISING STEMINSTALL:1-2"x6" BRASS NIPPLE, 1-2" BALL VALVE (FIP THREAD) #B117771-2" MIP x 2 1/2" NST HOSE FITTING #D5791-2 1/2" NST CAP #D5194FROMMAINGRADE6" MIN.(TYP.)VAULT WALLNOTES:FLOWPROFILENOTE: 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.1.GATE VALVES TO BE INSTALLED WITHIN LID OPENING FOR "KEY" OPERATION ABOVEGROUND OR CORE DRILL LID AND INSTALL VALVE BOX PER CITY OF KENT CODE FLUSHWITH TOP AND BOTTOM OF LID. LADDER REQUIRED PER OSHA AND WISHA REQUIREMENTS.2.STANDON S89 FLANGE SUPPORT OR EQUAL GLAVANIZED PIPE SUPPORTS TO BE INSTALLEDUNDER EACH VALVE AND TWO PLACES UNDER THE METER AS SHOWN.3.FOR 3" AND 4" WATER MAINS USE UTILITY VAULT 4484 LA OR EQUIVALENT WITH ANOVERALL DEPTH OF 5'-7" AND HAVE A DOUBLE HATCH LID WITH RECESSED LOCKING HASP.FOR 6" AND 8" WATER MAINS USE UTILITY VAULT 5106 LA OR APPROVED EQUAL WITH ANOVERALL DEPTH OF 7'-2" AND HAVE A DOUBLE HATCH LID WITH RECESSED LOCKING HASP.90°FLxFLFLxMJ ADAPTER6" MIN.(TYP.)MJxMJ OR FLxFL ORFLxMJ ADAPTERTIE ROD IF NECESSARYMIN. 36",MAX. 48"FROM FLOORFLxFL RESILENT WEDGEGATE VALVE 2" OPERATINGNUT NON RISING STEMSENSUS OMNI C2IN DRS LAY LENGTHFL x PLANE END CUT TO LENGTHSILENT CHECK VALVEFLANGE ADAPTERSEE NOTE 2(TYP.)1' MIN.(TYP.)FLxMJOR FLxFL1' MIN.(TYP.) 6" NII FOR 2" INSTALL: USE UTILITY VAULT MODEL #444-LA OR APPROVED EQUAL WITH 3'X3' HATCH (H20 RATED) FOR PLANTER AREAS ONLY, SEE NOTE 1 90° BEND (TYP) FOR 4" AND 6" INSTALL: USE UTILITY VAULT MODEL #506-LA WITH 55-332P COVER, SEE NOTE 1 2" MIN. 3'x3'x4" 3000 PSI co CONCRETE PAD IN EXISTING GRADE 6" MAX UNPAVED AREAS UNIONS z PLUG TEE 6" NIPPLE � I I VALVE BOX AND EXTENSION SEE KENT I STANDARD PLAN 3-7 f I I NO SPLICES OR EE NOTE 6 c JOINTS ARE ALLOWED WHEN LESS THAN 18 ;. I FEET IN LENGTH 2", 4" OR 6" 1 2" MIN. RESILIENT 1 WEDGE MAINTAIN GATE VALVE POSITISLOPE VE 2" MIN. SEE NOTE 5 � \ FOR 2" INSTALL: SWING JOINT r (2) STREET ELBOW FOR 4" AND 6" INSTALL: CL. 52 OPEN KNOCKOUT DUCTILE IRON 900 ELBOW FOR DRAINAGE (TYP) AND CONNECT TO TEE VAULT MODEL #444-LA 3'-1 VAULT MODEL #506-LA 3'-11" FOR 2" INSTALL MIPT X MIPT CORPORATION STOP FORD #FB 500 OR APPROVED EQUAL FOR 2" INSTALL: DOUBLE STRAP SADDLE SMITH BLAIR #313-18888-14 OR APPROVED EQUAL FOR 4" AND 6" INSTALL: CL. 52 DUCTILE IRON TEE INSTALL STAINLESS STEEL OPEN SCREEN FLANGE BETWEEN FLANGES —SEE NOTE 2 ,,,--COMPANION FLANGE WITH BREAKAWAY BOLTS DISCHARGE RISER SEE NOTE 2 ANCHORS SEE NOTE 2 3" MINIMUM 3/4" WASHED ROCK GROUT PENETRATION (TYP) _2" MIN. FOR 2" INSTALL: VALVE #145C OR APPROVED EQUAL 2" APCO HEAVY DUTY AIR RELEASE FOR 4" AND 6" INSTALL: VAL-MATIC COMBINATION AIR VALVE MODEL VM-206C STYROFOAM INSULATION "PEANUTS" IN HEAVY NYLON MESH BAGS 3" MINIMUM 3/4" WASHED ROCK NOTES: 1. INSTALLATIONS IN AREAS REQUIRING TRAFFIC BEARING VAULTS REQUIRE APPROVAL BY THE ENGINEER. INSTALLATIONS IN SIDEWALKS AND/OR PEDESTRIAN CIRCULATION PATHS REQUIRE A SLIP RESISTANT SURFACE. 2. DISCHARGE RISER SHALL BE INSTALLED IN PLANTER AREAS ONLY. ANCHOR RISER WITH 2"xl/4" STAINLESS STEEL STRAPS AND 3/8" HILTI EXPANSION BOLTS. PAINT THE ABOVEGROUND PIPING WITH TWO (2) COATS OF FARWEST WONDERGLO QUICKSET HI -PERFORMANCE ENAMEL, #1100 SERIES, WHITE. 3. FOR 2" INSTALLATION: PIPE AND FITTINGS TO BE BRASS FOR INLET SIDE OF AIR RELEASE VALVE. FOR 4" AND 6" INSTALLATION: PIPE AND FITTINGS TO BE CL. 52 DUCTILE IRON. 4. PIPE AND FITTINGS TO BE GALVANIZED FOR OUTLET SIDE OF AIR RELEASE VALVE. 5. OPTIONAL INSTALLATION FOR NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SHALLOW WATER MAIN DEPTHS. Fl�� p AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE CITY �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 6. CENTER AIR VAC ASSEMBLY �� OF WAq�I THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. IN THE VAULT. q� �a� CITY OF KENT ENGINEERING DEPARTMENT 299, 4" AND 6" KENT COMBINATION AIR/VACUUM W15HIIGTO" 3a2ss � �' VALVE AND VAULT Pk �UISTZ - �� DESI NED COK COK SCALE NONE STANDARD PLAN SSIONAL �CHECKED DATE JUNE. 2018 _ 0 ENGINEER APPROVED BLOCKING CONCRETE ELEVATION PLAN HEAVY DUTY CAST DUCTILE IRON TAPPING TEE ELEVATIONPLANDUCTILE IRON TAPPING TEE SLEEVE EXISTING WATER MAIN 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTES: 1. MECHANICAL JOINT LONG SLEEVES SHALL BE HEAVY DUTY CAST DUCTILE IRON, HAVE END AND SIDE GASKETS. 2."SST" STAINLESS STEEL TAPPING SLEEVES BY ROMAC INDUSTRIES INC. OR APPROVED EQUIVALENT. OUTLETS SHALL BE FLANGED. 3. LONG TAPPING SLEEVE AND VALVE ASSEMBLY TO BE PRE-APPROVED BY THE ENGINEER. PRESSURE TESTING SHALL BE APPROVED BY CONSTRUCTION INSPECTOR PRIOR TO TAPPING. FOLLOW AWWA REQUIREMENTS FOR DISINFECTION OF TAPPING SLEEVES (AWWA STD. C651) 4. WET TAPS SHALL NOT BE ALLOWED ON SAME SIZE OR SMALLER MAINS. BLOCKING CONCRETE BLOCKING CONCRETE BLOCKING CONCRETE 91I loll 12" 6" 1 5 112 g " 2 1�2" 5" 2 1�2_ LL Zia�p ti s EPDXY ✓ ° F ADHESIVE '# v lipLuCONCRETE p FOR FRESH ti " tin w I,R COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18 COMBINED CURB AND GUTTER 30 LB ROOFING FELT, fi MIL PLASTIC OR APPROVED EQUAL 1p„ 2,I 31/211 1.5°lo T-O" HAND TROWELED TAPER SECTION 1 % MIN.— � as 2°I°MAX,� �� e fi,l ` ❑oo vpaapD�opo 24" ROLLED CURB - N N '4 ri e SIDEWALK 4" 12" ° MAINTAIN EDGE OF CONCRETE CURB—�. 24„ ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL * ** ?E Z" 1�2" OR 1" LIP BETWEEN GUTTER AND CURE 2% MAX. 1.5°lo MAX. *} 5lO *" Ropy GUTTER SHALL BE 8" -' _ I" THICK AND REINFORCED - ° e WHEN INSTALLED NEAR iA COMMERCIAL DRIVEWAYS 12" fi" 12" fill ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION, SEE DRIVEWAY FACE OF CURB SHALL STANDARD PLANS. -- NOT EXTEND BEYOND THE FACE OF 2. ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC OR ON A PRIVATE STREET. GUARDRAIL TOWARD THE TRAFFIC LANE 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION, THE GUTTER PAN WILL MATCH THE 8„ ADJACENT PAVEMENT SLOPE. 1 1 2" 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. m 5• FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BESET TRUE TO 1��,y4 ,VARIES LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. NOTE: THIS PLAN I5 NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE �ivRdd��+,,r'� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PAVEMENT 0`-" �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. �I EXTRUDED CURB UNDER GUARDRAIL r.� }, 0 CITY ENGINEERING DEP �EIVT KENMENT T CEMENT � ]CONCRETE A- WAONIMOTOX CURBS 3829 ,fip ,� SriL>'� ,i�� DESIGN OOK SCALE NONE STANDARD PLAN WN �rOIVAL CHECKED ODK DATE 10/2019 fi-33M ENGINEER APPROVED 4" THICK SIDEWALK SECTION A-ANOTES: 1.AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED AREAS. JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M33 (ASTM D994). 2. AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT 150 FOOT MAX. INTERVALS, AT SIDES OF DRAINAGE INLETS AND AT P.C. AND P.T. OF CURB RETURNS, WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING, A PREMOLDED STRIP UP TO 1/2" THICK AND UP TO FULL DEPTH MAY BE USED. 3.EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP. 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 6.INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH 1/4" RADIUS EDGING TOOL. ON SEPARATE POUR INSTALL BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE CURB OR THICKENED EDGE, ADA RAMP AND THE ADJACENT SIDEWALK. 7.ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. CB CB 4. CONTRACTION/CONTROL JOINTS CONSISTING OF 1/4" WIDE x 25% SLAB DEPTH SHALL BE TOOLED INTO CONCRETE FINISH AND SHALL BE MADE IN SIDEWALK AT FIVE FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION JOINTS. 5. AS ALTERNATIVE TO EXPANSION JOINTS AROUND STRUCTURES, REINFORCING BARS MAY BE EMBEDDED IN CONCRETE ON FOUR SIDES OF STRUCTURES. CURB RAMP OR DRIVEWAY AA SEE KENT STANDARD PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS FULL WIDTH ADA DETECTABLE WARNING SURFACE (TYP.) 1/4" WIDE x 25% SLAB DEPTH (1" MIN.) CONTRACTION/CONTROL JOINT (TYP.) SEE NOTE 4 1/4" WIDE x 25% SLAB DEPTH (1" MIN.) CONTRACTION/CONTROL JOINT (TYP.) SEE NOTE 4 LEGEND: BOND BREAK JOINT EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 3/8" EXPANSION JOINT (TYP.) SEE NOTE 2 3/8" EXPANSION JOINT (TYP.) SEE NOTE 2 3/8" EXPANSION JOINT (TYP.) SEE NOTE 1 FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 BLDG SIDEWALK WIDTH VARIES 1.5% 6" CEMENT CONCRETE DRIVEWAY APRON AND GUTTER FOR RESIDENTIAL DRIVEWAYS. 8" REINFORCED CEMENT CONCRETE APRON AND GUTTER FOR COMMERCIAL DRIVEWAYS. 5'5' 150' MAX. 5' 150' MAX. 4" CURB, GUTTER AND SIDEWALK CROSS SECTION CONTRACTION/CONTROL JOINT DETAIL "B" EXPANSION JOINT DETAIL "A" DRIVEWAY CROSS SECTION DRIVEWAY (TYP.) SEE DETAIL "A" EXPANSION JOINT 2" 4" MIN. 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 3/8"x FULL DEPTH EXPANSION JOINT MATERIAL, 150' MAX. O.C. SEE NOTES NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" x FULL DEPTH AND SHALL BE PLACED AT 150' O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4" WIDE BY 25% SLAB DEPTH; 1" DEEP FOR 4" SLAB, 1.5" DEEP FOR 6" SLAB, 2" DEEP FOR 8" SLAB, AT 5' SPACING. 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB & GUTTER AND SIDEWALK AT P.C. & P.T. AT ALL CURB RETURNS AND ALL ANGLE POINTS. 4. FORM AND SUB-GRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 5. EXPANSION JOINTS IN SIDEWALKS AND CURBS SHALL BE ALIGNED WITH EACH OTHER AND NOT OFFSET. 6. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. BROOMED FINISH PERPENDICULAR TO PEDESTRIAN TRAVEL (TYP.) CURB AND GUTTER CONTRACTION/CONTROL JOINT (TYP.) SEE DETAIL "B" 4" CONTRACTION/CONTROL JOINT, 5' O.C. SEE NOTE 2 2" CRUSHED SURFACING TOP COURSE 4" CONCRETE PER WSDOT STD. SPECIFICATION 8-14 2" 4" 2" SIDEWALK 3/8"x FULL DEPTH EXPANSION JOINT MATERIAL, SEE NOTE 1 PEDESTRIAN TRAVEL DIRECTION 2" SHINE FINISH 7.WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3' WIDE PANEL ACCROSS LATERAL, USE EXPANSION JOINT, SEE KENT STANDARD DETAIL 3-1. 8.ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. SS FOR NEW SEWER CONSTRUCTION; STAMP FACE OF CURB WHERE SIDE SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4" DEPTH. 4" SHINE FINISH 4" EXPANSION JOINT (TYP.) SEE DETAIL "A" PLANTER STRIP (WHEN REQ'D) EXPANSION JOINT (TYP.) SEE DETAIL "A" FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL 2" SHINE FINISH SHINE FINISH 4" SHINE FINISH (TYP.) SEE DETAIL "A" EXPANSION JOINT TRAFFIC DIRECTION 18" YELLOW BARRIER LINE1" BARRIER LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED 21'(TYP.) TRAFFIC DIRECTION TRAFFIC DIRECTION TYPE 2Y RPM 30'11' SKIP CENTER LINE 1' TRAFFIC DIRECTION 4" YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION TRAFFIC DIRECTION WIDE LINE 8" WHITE LINE 3'9' 8" WHITE LINE DROP LANE LINE TYPE 2W RPM 1" EDGE LINE 4" WHITE OR YELLOW LINE 1' TYPE 2W RPM 30'11' 4" WHITE LINE LANE LINE 6' 8" WHITE LINE TYPE 2W RPM 8' DOTTED WIDE LINE 4" YELLOW LINE DOUBLE YELLOW CENTER LINE TYPE 2YY RPM TRAFFIC DIRECTION 4" GAP 20' TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION TRAFFIC DIRECTION 4" GAP 10' VARIES (300' MAX.) TWO WAY LEFT TURN LANE 5'2.5' 30'1' TYPE 2W RPM 4" GAP 20' 4" GAP NOTE: 1.RAISED PAVEMENT MARKERS (RPM'S) SHELL BE INSTALLED PER WSDOT STANDARD SPECIFICATIONS 8-09, 9-02.1(8), 9-26.2 AND 9-21. NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES, AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC. 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. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. TYPICAL 4 LANE ROADWAY CONFIGURATION * * TIRE TRACKS (TYP.)GUTTER LINE OR EDGE OF TRAVELED LANE12" SPACED (TYP) EQUALLY LANELCROADWAYLCLANELC24" WHITE THERMOPLASTIC CROSSWALK LINE 24" 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 8' 4' (TYP) 12"-24" WHITE STOP LINE, WIDTH AS DIRECTED BY THE ENGINEER STOP BAR DETAIL 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTES: 1. THERMOPLASTIC TYPE 'A' MATERIAL SHALL BE USED, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22, MATERIALS PER WSDOT 9-34. 2. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. 5'-9"8'-0"1'-8"12'-0"0'-6" 3'-0"12'-0"0'-6"0'-6" 3'-7" 0'-6"20'-0"LENGTH VARIES 12"-24" WIDE WHITE STOP BAR, WIDTH AS DIRECTED BY THE ENGINEER END VIEW NOTE: CUT DRAIN WIRESOLDERLESS, CRIMPED, NON-INSULATED BUTT SPLICE SIDE VIEW LOOP SPLICE DETAIL SCOTCH 06147 ELECTRICAL MOISTURE SEALANT TAPE STOP BAR SINGLE LOOP WINDING DETAIL JUNCTION BOX B SFA BS*AF BF AS #14 TWISTED PAIR WIRE TYPE IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER JUNCTION BOX LOOP SERIES NUMBER ***S=START F=FINISH **F S*WEARING COURSE (TYPICAL FOR SECTIONS A, B & C) 0.25" MINIMUM WIDTH SAWCUT SECTION A-A3"SECTION C-C SECTION B-B 0.50" MINIMUM WIDTH SAWCUT 0.50" MINIMUM WIDTH SAWCUT3"3"A A A A B B C C4'TO ADDITIONAL LOOPS WHERE APPLICABLE S F A A STOP BAR LOOP WINDING DETAIL CENTER OF LANE CENTER OF LANE LOOP SPLICE (TYPICAL) =LOOP NUMBER S=START F=FINISH *=LOOP NUMBER CONDUIT STUBOUT, SEE STANDARD PLAN 6-99 EDGE OF PAVED SHOULDERNOTES: 1. SEE KENT STANDARD PLAN 6-99 FOR CONDUIT STUBOUT DETAIL AND INDUCTION LOOP INSTALLATION NOTES. 2. SEE KENT STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT DETAIL. 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. F S OR CURB(ASSUMING TWO LANES OF LOOPS) TO ADDITIONAL LOOPS WHERE APPLICABLE B B C C LOOP SERIES NUMBER 2C(S) LEAD-IN CABLE IMSA 50-2 B B C C #14 TWISTED PAIR WIRE TYPE IMSA 51-3, 3 TWISTS PER FOOT 2C(S) LEAD-IN CABLE IMSA 50-2 TO CONTROLLER LOOP STUB -OUT SLEEVE (1/4" TO 1/2" BELOW TOP OF ASPHALT) EDGE OF PAVED SHOULDER (SHOWN) OR EDGE OF EXTRUDED 6" LOOP LEAD SAWCUT CURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIER 2 5/8" MIN. STANDARD ]UNCTION BOX FULL DEPTH MATCH EXISTING PAVING MATERIAL - 3" MAX. LOOP LEAD WIRES SAWCUT SAND LOOP LEAD WIRES TWISTED PAIR TWISTED PAIR \` SPLICE \\j o �DETEC U EXISTING TOR S L { } ° PAVEMENT a CABLE � 0 SOFT a w POCKET a 3/4" ABOVE BOTTOM OF GRAVEL PAD _ LL PAVEMENT CONDUIT END r o 0BELL BUSHING, SEAL ry Q WITH DUCT SEAL CONDUIT °� .. LEAD SCH 80 —� CONDUIT CONDUIT TO CABINET TO LOOP TO CONDUIT - CSTC OR _ CONTROLLED DENSITY FILL 50' MAXIMUM ❑ISTANCE SEE STUB -OUT CONDUIT PLACEMENT DETAILS INDUCTION LOOP INSTALLATION NOTES: 1. CONDUIT USED FOR STUB -OUTS SHALL BE SCHEDULE 80 PVC CONDUIT, MINIMUM SIZE 2 INCHES. 2. ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO, 14 AWG STRANDED COPPER WIRE, CLASS B, WITH CHEMICALLY CROSS LINKED POLYETHYLENE TYPE USE INSULATION OF CODE THICKNESS. 3. BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOP INSTALLATIONS. 4. LEAD WIRES: FOUR PAIR MAXIMUM PER SAWCUT. 5. EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT DEPTH AROUND CORNERS. 6. LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW PAVEMENT IS INSTALLED. 7. ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWING LOOP NUMBER AND 5 (START) OR F (FINISH), FREf U � �A n. 38296 1, ZA 8. SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS AND STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT. 9. WHEN SAWCUTTING LEAD SLOT IN THE ROADWAY, CONTINUE THE SAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THE CONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TO PERMANENTLY MARK THE LOCATION OF THE STUBOUT. IF NO GUTTER IS PRESENT, CONTACT THE ENGINEER FOR AN ALTERNATIVE METHOD OF MARKING THE STUBOUT LOCATION. 10. ALL LOOP LEADS RETURNING TO JUNCTION BOX SHALL BE PLACED A MINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS OR VALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTION BOXES. 11. SEE DETAIL 6-98 FOR SPLICE METHOD. EPDXY SPLICE KITS ARE NOT ALLOWED. AL (NONE) 104 FT. 104 FT. 104 FT. 104 FT. 104 FT. 4 FT. 4 FT. 4 FT. 4 FT. 4 FT. (SINGLE) ADVANCE LOOP THROUGH LANE (SINGLE)(SINGLE)SPEED LIMIT POSTED LOOP STOP BAR ADVANCE LOOP LEFT TURN LANE MID LOOP THROUGH LANE 144 FT. 164 FT. 274 FT. 309 FT. 354 FT. 394 FT.304 FT. 274 FT. 239 FT. 209 FT. 4 FT.104 FT. 1PC112 SD2 623SD1613 7PC 712 SD7 413 SD8 423 3PC312 SD4823 SD3813 5125PC 213 SD5223 SD6 E1 E2 222 212 421 422 221 211 511 411 412 711 611 621111 612 622 N1 N2 SR WR ER NR S2 S1 A B A B 311 811 821 812 822 W1 W2 B A LOOP PLACEMENT (NONE)25 MPH 30 MPH 35 MPH 40 MPH 45 MPH 50 MPH NOTES: 1.THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP BAR TO THE CENTER OF THE INDUCTION LOOP. 2.LOOP DISTANCES MAY BE ADJUSTED ±2 FEET TO AVOID METAL CASTINGS. 3.THE DISTANCE BETWEEN "A" LOOPS AND "B' LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. LOOP IDENTIFICATION SCHEMATIC (TYPICAL) 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 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. Reith Rd Water Main Improvements/Almaroof A - 2 June 8, 2020 Project Number: 19-3005 WSDOT STANDARD PLANS CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-03 Cement Concrete Curbs F-30.10-03 Cement Concrete Sidewalk ILLUMINATION, SIGNALS, AND ITS J-20.15-03 Accessible Breakaway Pedestrian PushButton (PPB) Post J-20.26-01 Accessible Pedestrian Pushbutton (PPB) Details (sheet 1 of 2) VARIESr0" To 22"FACE OF CURBMATCH ROADWAYSLOPE1/2',0N) R.ROADWAYFACE OF CURBVARIES 12" TOvARtES 12" TO 24'1'0N) R.1" 0N) R.11 1n"DUAL.FACED CEMENT CONCRETETRAFFIC CURB AND GUTTER112'(N) R.FACE OF CURBMATCH ROADWAYSLOPE1/2" (rN) R.1/2" 0N) R.ROADWAY1" (rN) R.CEMENTASPTIALTCONCRETE ORCONCRETESIDEWALK OR PAfiUE" (lN) PREMOLDED JOINT FILLER(WTIEN ADJACENT TO CEMENTcoNcRETE S|DEI /ALK)1" (N) R.1/2" (rN) R.ROADWAYFACE OF CURBFACE OF CUREB ln"VARTES FROM 6" (rN) TO 0" (N) -MAINTAIN 1H : 6V SLOPE1'0N) R.'t'- 6"FACE OF CURB1'0N) R.ROADWAY0N)RON SIDE OF CIJRBMATCH ROADWAYSLOPEMATCH ROADWAYSLOPE1/2" (rN)ROADWAYR.(N)1n'R.12" 0N)ROADWAYb6=ELUasDEPRESSED CURB SECTION^ FLUSH WTH GUTTER PAN AT CURS(1) RAMP ENTMNCE - 1/2. (N) VERTTCAL- LIP AT DRIVEWAY EI{IRANCECEMENT CONCRETETRAFFIC CURBAND GUTTER12" (N) R.VARIES FROM6',(N) rO 0" (rN)AT CURB RATPSAIIIDDRIVEWAY ENTRANCES6'CEMENT CONCRETECURB RAMP, LANDING,OR DRIVEWAYENTRANCENOTE(tN)R.S€€ Standard Pl.n F-30.10 for Curb ExDansion andConlrac{ion Joint spacing and s€e StandardSpecification Sectionr 8.Ol and 90/t bradditional requirements.3l/€r 0N) PREMOLOEOJOINT FILLERCEMENT CONCRETE PEDESTRIAN CURBAr cuRB RAIPS, LAID|NOS,AND DRIVEUIAY EI{TRAI{CES@oezEU>6EEoCEIIIENT CONCRETE PEDESTRIAN CURBFACE OF CURS1"'t"6 1n',FACE OF CURB7 114',1 12" 0N) R.1/2" 0N) R.II'OUNTABLE CEMENTCONCRETE TRAFFIC CURBCEMENT CONCRETE GURBSSTAI{DARD PLAI{ F..I O.' 2.O3SHEETlOFlSHEET'1'r" (rN) R.ROAT)WAYROADWAYL(' fz o"Barry. EdMay 6 2014 3:31 PM.l 3t4^DUAL.FACED CEMENTCONCRETE TRAFFIC CURBCEMENT CONGRETETRAFFIC CURBAPPROVED FOR PUBLICATION. lhlairh l'!roll- /315.* ruilrr2.r{rrsPvffi-W wc.hitI/6 s,fr hFd.d drErP@isVARIES10" TO 22'OTVA L (sEE CONTRACT)12" (rN) R. (TYP.)2.@ASIDEWALKROUNDINGSEEDETAILRAISED EDGE- THIS SHEET3va'(rN) PREMOLDEDJOINT FILLERwlTH RAISED EDGECURB NOT INCLUDED IN BID ITEM -SEE STANDARD PLAN F.IO.12/4\ FINISHED GRADE 1" (lN) BELOW.{/ ToP OF coNcRETE SURFACFCURB NOT INCLUDED IN BID ITEM -SEE STANDARD PLAN F-10.I2FOR SIDEOTHER SIDEWALK1/2" (rN) R. (TYP.)SIOEWALKSEE CURB FACE DETAIL6 1n"sEE @CONTRACTIONJOINTCONTRACTIONIN6 1t2"1"FACE OF CURBROADWAY2'-O"MONOLITHIC CETENT CONCRETECURB AND SIDEWALKNOTE1. Four bet of the sidewalk widih shall be the minimum pedestrian accessiblerout€ f€6 of vertical and horizontal obstruciions. Gratings, Access Co\,€B,Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within thesidewalk must have slip resistant surfaces, b€ llush with surhce, and matchgrade of the sidewalk.3I/8" ON) PREMOLDEDJOINT FILLEREXTEND SIDEWALK TMNSVERSE EXPANSIONJOINTS TO INCLUOE CURB (FULL DEPTH)BROOMED FTNTSH (TYP.)4" (rN) v\llDE, SMOOTH-TROWELEDPERIMETERL.(sEE CONTRACT)12" (rN) R. C|.YP.)2.OoA Mr'x.3/8" (rN)PREMOLDEDJOINT FILLERADJACENT TO CURB(STEEP FILL SLOPES)SIDEWALKSIDE\AIALKCURB FACE DETAIL\.1WALL OR BARRIERoeoIo=t=so::iBRIDGE OR PEDESTRIANRAILINGBARRIER - SEECONTRACT PLANS(sEE CONTMCT)12'(rN) R. (rYP.)CURB NOT INCLUDED IN BID ITEM -SEE STAI{OARD PLAI{ F-IO.I2CURB NOT INCLUDED IN BID ITEM .SEE STANDARDPLAN F-IO.I21D"R.SIDEWALK ADJACENT TO WALL DETAIL6'1D"CEMENT CONCRETE CURB(CUR8 AND GUTIER SHOW9NOT INCLUDED IN BID ITEMSEE STANDARD PLAI{ F-IO.I21rl2.0% MAX.3/8',0N) PREMOLDEOJOINT FILLERADJACENT TO CURB1/2'(N) R. (TYP.)LEVEL1/2'0N) R.CURBONLY/7 /' ,; / lhrry. I J!. ,- .l' / - -d' Mry 6 :(rl4 l {l l'MFLUSH1" (rN) R.tsoMETRlc vtEtvJOIl{T AND FINISHDETAILVERTICAL WALL -SEE DETAIL3/8'0N) PREMOLDEDJOrNr FTLLER (WP.)ADJACENT TO CURB AND RAILING OR WALLSIDE TREATMENTOTHERsEcTtoNs(SEE CONTRACT)3',- 0' MtN.1/2" (rN) R.(wP.)CI,JRB NOT INCLUDEO IN BID ITEM -SEE STANOARDPLANF.IO.t2RAISED EDGE DETAILEXTEND SIDEWALK TRANSVERSEJOINTS TO INCLUOE RAISED EDGEPREMOLDEDJOINT FILLERCEMENT CONGRETESIDEWALKSTANDARD PLAN F.3O.IO.O3SHEET 1 OF ,I SHEETAPPROVED FOR PUBLICATIONtJ* /414* mrr:rrusru-wWorhiqbn Srft O.FnlddTErFdo3/8'.TO1" (rN) BELOW TOP OF CONCRETEFOR PLANTING - FLUSH IF PAVEDMIN.200kFINISHED GRADESURFACEADJACENT TO AUFFER STRIP@exeaxsror.lorrr (Ocor.rrmcrrotr.lorw _ 1,--f--iiI3'(N) PEDESTRIANPUSHSUTTON POSTBRACKET ADAFTER (TYP.)ANCHOR FERRULEcrYp.)TOP OFFOUNDATION3/4', (rN) CHAMFERtrYP.)g3' (rN) P|PE CAP1'THREADIITOP OFPOSTTOP OFFOUNDATIONANCHOR COUPLING(rYP.)CONDUIT COUPLING - INSTALLFLUSH WITH TOP OF FOUNDATION(DO NOT GLUE PVC STUB-OUT)NOTES1. See Standerd Spscification 9-{16.16 for Breakaway Base Connection details. Dimensions for the parts usedto assemble the base conn€ctions alE inbntionally not shown- Bas€ connections aro patented manuhcturodproducts that are in compliance with NCHRP 350 crash bst criteria. The Breakaway Base Connection detailsar€ only shown on this plan to illustraie how parts ar€ assembled.2. Se€ Standard Plan J-20.26 for Accessibl€ Pedestrian Pushbutton d€tails.3. Secure conductor in adjacent Junction Box per deteil in Standerd Plan J-2E.70.4. Vvhere shown in the plans, install plaqu€ (Rl G32P) 'PUSH BUTTON FOR 2 SECONDS FOR EXTRACROSSING TIME'above the Accessible Pedestrian Signal (APS) ass€mbty. Add 14" (in) to post heightto accommodate plaqus and leave a Z' (in) space b€tween signs.5. Mounting distances \€ry between manuhcturers. See manufactureds recommendatjons for mounting inbrmation.6. Junction Box seMng the Standard shall prebrably b€ loc€ted 5' - 0' (10' - 0' Max.) from the Standad.Uoo=zGuEto2BfidGROUNDING CONNECTION .SEE DETAILEOUIPMENT GROUNDINGCONDUCTORrUFozUUaIIIts_lANCHORCOUPLING(TYP.)BRACKET(TYP.)SHIMTWOfiYP.) - NO MORE THANPER COUPLINGEXPLOOED VIEIYBREAKAWAY BASE CONI{ECTOR(sEE NOIE 1)FIELD DRILLAND TAP FOR1/4.20 THREAD BOLT (TYP.)5/8" 0N) DTAMETERHOI.EPEDESTRIAN PUSHBUTTON POST -3" (IN) STEEL PIPE (SCHEDULE 40)3" (N) PEDES'IR|ANPUSHBUTTON POSTBMCKETADAPTER (WP.)ERACKET CTYP.)couPL|NG BOLT gWP.)3' 0N) PEOESTRTANPUSHBUTTON PC}STANCHOR COUPLING (TYP.)EOUIPMENT GROUNDINGCONDUCTORsHrM crYP.)TOP OF PAVEDSURFACEBMCKET ADAPTERBRACKET (FYP.)PREMOLDEDJOINT FILLER@UPLING AOLT(rYP.)COMMERCNLCONCRETEANCHOR FERRULE(rYP.)sHrM [rYP.)ANCHORFERRULE (TYP,)ELECTRICALEQUIPMENT GROUNDING CONOUCTOR AND FULLCIRCTE CRIMPON CONNECTOR - CRIMPED WTH AMANUFACTURERS RECOMMENDED CRIMPEREOGE OFSHOUI.DERGROUNDING CONNECTION DETAIL* WELD STUD TO POLE WALL TO MAXIMUM EXTENTPOSSIBLE - 112' (|N} MINIMUM WELDCONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS(SHOWN EXPLODED FOR CTARITY)POST DETAILbPIPE CAPTOP OF POSTPOST WALLSTAINLESS STEELFLAT WASHER (TYP,)1/4" (lN) r I l/4' 0N) LONGSTAINLESS STEELTHREAOEO STUDTHREE 1/4', (rN) STATNTESSSTEEL HEX NUTSxolI@rt%ACGESSIBLEPEDESTRIAT{(PPB)BREAKAWAYPUSHBUTTONPOST6'1'- 6rSTAI{DARD PLAN J.2O.{ 5.O3APPROVED FOR PUBLICATIONw"$AE DBGN ftINER^frwrsi'v sh Dryd'ddlEuFdidSOUAREFOUNDATION DETAIL1' (rN) D|AM. ELECTRTCALCONDUITDETAILEDGE LINESHEETlOFlSHEET WgT EfffiraEfaY.t5;ffi@ryFliq!.attffinrE mlltl6tEllncE.llffinrTmru$nmil.mcS(x$ tH*5SI SICflESIBWdrFrtsdnlc nfltttDR$qilherEl!@.]!!!!!!!t_F$Orartl,lft caEsffi, n$Hn Tnna-'TItCtrtSSACCESSIELEPEDESTRIANPUSHBUTTON(APS) ASSEilBLYPEDESTRIAN PUSHBUTTONFRAME ADAPTERATTACH SIGN TO AOAPIER -1/4-20 r er8' STAINLESSSTEEL SCRE!\IS (TYP.)ATTACH AOAPTER TO PUSH-BUTTON STATION - 1/4'DIAI\ll,COUNTERSUNK HOI.E, 3/E' LONGFLAT HEAD SCREWS OYP.}tsoMETRtc vtEw(METAL POLE SHOWN)otoIoJIefioINSULINERSLEEVER10€e (RIGHT)RlG3e (LEFT)RlG3e (MOD.)PEDESTRIAN PUSHBUTTONINSTRUCTIONAL SIGNACCESSTBLE PEDESTRTAN STGNAL (ASp) ASSEMBLYMETAL POLE INSTALLATIONPPB-MAGCESSIBLE PEDESTRIANPUSHBUTTOI{ (PPB)DETAILS.STANDARD PLAN J.20.26.O.ISHEETl OF2SHEETSWIRE ROUTINGPERSPECTIVE VIEWKEY(n6EG)a6')BFACE PLATE1/4-20 x 3/E" LONG STAINIESS STEEL SCREWV4-20 STAINLESS STEEL SCREWSPUSHBUTTON FRAIIE ADAPTER1/4-20 STAINLESS STEEL BOLT W WASHERAND LOCK WASHERFOR PUBLICATIONPascoBakoflch tll7/1212__w^wWo$iryb h DFdddlEEtfiidsilSrcf,EsrsErtaVtatbffiE.ryB$qldrtffinuE ngfltNaaftlllq!.alffiDOn CmSS, Rl${Hrmn.l-rr-)' loctFs 'oo9'oooo@oo.o$siisgiEEfii[$liE$iiriltct3!;!uIPUSHBUTTON STATIONDRIII ANo TAP SHAFT FOR 1/4' DlAIirl. BOLTDRII.I ANO TAP SIIAFT FOR 5/E'WRE GUIDE HOLE . ADD INSUUNER Reith Rd Water Main Improvements/Almaroof A - 3 June 8, 2020 Project Number: 19-3005 TRAFFIC CONTROL PLANS TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE 38 AVE SMETRO STOP UNAFFECTED METR O ROUTE R UNS ON S R E I T H R D . SEE G E N E R A L N O TE #3 . THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 IF APPLICABLE CAUTION STEEL PLATE AHEAD W8-24 MOTORCYCLES USE EXTREME CAUTION W21-1701 West Fenwick Park SUPERVISOR PHONE NUMBER (office) 5/20/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 4a JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD38 AVE SS REITH RD TRINITY COMMUNITY CHURCH 3807 S REITH RD KENT, WA 98032 STOP STOP STOP BE PREPARED TO STOP W20-7b W20-7a ONE LANE ROAD AHEAD W20-4 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7a ROAD WORK AHEAD W20-1 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. SPEED LIMIT 35 POSTED SPEED LIMIT MATCH SHEET 4b R3-1 24” x 24” STOP LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION FLAGGING STATION 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) R11-1501 48” x 60” ROAD WILL BE CLOSED x/xx/xx x/xx/xxTO X AM X PMTO AA. . # , METRO STOP UNAFFECTED R3-2 24” x 24” 28” REFL. CONE DISPLAY 5 DAYS IN ADVANCE OF CLOSURE W20-7a NON-SIGNALIZED INTERSECTION FLAGGER SHALL STAGE MIN. 250’ EAST OF MILITARY RD S INTERSECTION MAY SHORTEN TAPER LENGTH SHALL MAINTAIN 11’ MIN. LANE WIDTH POLICE MAY REPLACE ANY CIVILIAN FLAGGING STATIONS SHOWN ON THIS SHEET WITH UPO’S 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 8. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: PEDESTRIANS SHALL BYPASS WORK AREA WITH UPO/FLAGGER ASSISTANCE MANDATORY NOTIFY THIS PROPERTY OWNER OF WORK TIMES & DATES SUPERVISOR PHONE NUMBER (office) 5/20/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 4b JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD38 AVE STRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE MATCH SHEET 4a48” x 30” R11-2 ROAD CLOSED S 260 ST TRINITY COMMUNITY CHURCH 3807 S REITH RD KENT, WA 98032 R3-5L ONLY 18” x 24” DETOUR 30” x 24” M4-9L RESIDENCE: 25940 38TH AVE S KENT, WA 98032 MANDATORY NOTIFY THIS RESIDENT OF WORKS TIMES & DATES ROAD CLOSED TO THRU TRAFFIC R11-4 60” x 48” 48” x 18” M4-10L DETOUR DETOUR 30” x 24” M4-9R DETOUR AHEAD W20-2 ROAD CLOSED AHEAD W20-3 ROAD CLOSED AHEAD W20-335 PL SADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. LEGEND SIGN LOCATION R11-1501 48” x 60” ROAD WILL BE CLOSED x/xx/xx x/xx/xxTO X AM X PMTO A A DISPLAY 5 DAYS IN ADVANCE OF CLOSURE MANDATORY NOTIFY THIS PROPERTY OWNER OF WORK TIMES & DATES 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 7. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE 38 AVE SMETRO STOP UNAFFECTED METR O ROUTE R UNS ON S R E I T H R D . SEE G E N E R A L N O TE #3 . THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 IF APPLICABLE CAUTION STEEL PLATE AHEAD W8-24 MOTORCYCLES USE EXTREME CAUTION W21-1701 West Fenwick Park SUPERVISOR PHONE NUMBER (office) 5/20/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 5a JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD38 AVE SS REITH RD STOP STOP W20-7a ONE LANE ROAD AHEAD W20-4 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. SPEED LIMIT 35 POSTED SPEED LIMIT R3-1 24” x 24” STOP LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION FLAGGING STATION 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) A METRO STOP UNAFFECTED R3-2 24” x 24” 28” REFL. CONE R11-1501 48” x 60” ROAD WILL BE CLOSED x/xx/xx x/xx/xxTO X AM X PMTO A DISPLAY 5 DAYS IN ADVANCE OF CLOSURE W20-7aNON-SIGNALIZED INTERSECTION FLAGGER SHALL STAGE MIN. 250’ EAST OF MILITARY RD S INTERSECTION . . # , STOP MATCH SHEET 5b W20-7a BE PREPARED TO STOP W20-7b ROAD WORK AHEAD W20-1 SHALL MAINTAIN 11’ MIN. LANE WIDTH POLICE MAY REPLACE ANY CIVILIAN FLAGGING STATIONS SHOWN ON THIS SHEET WITH UPO’S TRINITY COMMUNITY CHURCH 3807 S REITH RD KENT, WA 98032 MANDATORY NOTIFY THIS PROPERTY OWNER OF WORK TIMES & DATES 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 8. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: PEDESTRIANS SHALL BYPASS WORK AREA WITH UPO/FLAGGER ASSISTANCE 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 7. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: 38 AVE STRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. LEGEND SIGN LOCATION ASUPERVISOR PHONE NUMBER (office) 5/20/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 5b JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD S 257 ST R11-1501 48” x 60” ROAD WILL BE CLOSED x/xx/xx x/xx/xxTO X AM X PMTO A CUSTOM 48” x 60” ROAD CLOSED DETOUR TO S 250TH ST 48” x 30” R11-2 ROAD CLOSED DETOUR AHEAD W20-2 ROAD CLOSED AHEAD W20-3 MATCH SHEET 5a SEE DETOUR ROUTE LEFT SIDE OF THIS SHEET38 AVE SMILITARY RD SS REITH RD S 257 ST S 253 ST S 252 ST S 250 ST WORK AREA DETOUR 30” x 24” M4-9L 30” x 24” M4-9V DETOUR ROAD CLOSED AHEAD W20-3 DISPLAY 5 DAYS IN ADVANCE OF CLOSURE DETOUR ROUTE 36 PL SLEGEND SIGN LOCATION 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 7. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE SUPERVISOR PHONE NUMBER (office) 5/20/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 6a JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD . . # ,38 AVE SMETRO STOP SHALL BE RELOCATED METR O ROUTE R UNS ON S R E I T H R D . SEE G E N E R A L N O TE #3 . West Fenwick Park38 AVE SS REITH RD STOP STOP STOP W20-7a ONE LANE ROAD AHEAD W20-4 ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 W20-7a ONE LANE ROAD AHEAD W20-4 W20-7a SPEED LIMIT 35 POSTED SPEED LIMIT EXIT CLOSED 36” x 24” METRO STOP UNAFFECTED SHALL MAINTAIN 11’ MIN. LANE WIDTH 28” REFL. CONE STOP ROAD WORK AHEAD W20-1 W20-7a BE PREPARED TO STOP W20-7b ROAD WORK AHEAD W20-1 TRINITY COMMUNITY CHURCH 3807 S REITH RD KENT, WA 98032 THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 IF APPLICABLE CAUTION STEEL PLATE AHEAD W8-24 MOTORCYCLES USE EXTREME CAUTION W21-1701 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. MANDATORY DRIVEWAYS CLOSED WITH PROPERTY OWNER PERMISSION. ALTERNATE DRIVEWAY AVAILABLE. STOP LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION FLAGGING STATION 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) POLICE MAY REPLACE ANY CIVILIAN FLAGGING STATIONS SHOWN ON THIS SHEET WITH UPO’S NON-SIGNALIZED INTERSECTION STOP BE PREPARED TO STOP W20-7b 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 8. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: PEDESTRIANS SHALL BYPASS WORK AREA WITH UPO/FLAGGER ASSISTANCE MANDATORY NOTIFY THIS PROPERTY OWNER OF WORK TIMES & DATES TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE SUPERVISOR PHONE NUMBER (office) 5/20/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 7a JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD38 AVE SMETR O ROUTE R UNS ON S R E I T H R D . SEE G E N E R A L N O TE #3. West Fenwick Park38 AVE SS REI T H R D STOP ONE LANE ROAD AHEAD W20-4 ROAD WORK AHEAD W20-1 W20-7a ONE LANE ROAD AHEAD W20-4 SPEED LIMIT 35 POSTED SPEED LIMIT METRO STOP UNAFFECTED SHALL MAINTAIN 11’ MIN. LANE WIDTH 28” REFL. CONE STOP ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 TRINITY COMMUNITY CHURCH 3807 S REITH RD KENT, WA 98032 THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 IF APPLICABLE CAUTION STEEL PLATE AHEAD W8-24 MOTORCYCLES USE EXTREME CAUTION W21-1701 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. STOP LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION FLAGGING STATION 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) NON-SIGNALIZED INTERSECTION STOP W20-7a ROAD WORK AHEAD W20-1 . . # , METRO STOP UNAFFECTED POLICE MAY REPLACE ANY CIVILIAN FLAGGING STATIONS SHOWN ON THIS SHEET WITH UPO’S MANDATORY NOTIFY THIS PROPERTY OWNER OF WORK TIMES & DATES 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 8. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: PEDESTRIANS SHALL BYPASS WORK AREA WITH UPO/FLAGGER ASSISTANCE TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE West Fenwick Park 38 AVE SS REITH RD STOP W20-7a ONE LANE ROAD AHEAD W20-4 ROAD WORK AHEAD W20-1 SPEED LIMIT 35 POSTED SPEED LIMIT STOP LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION FLAGGING STATION . . # , TRINITY COMMUNITY CHURCH 3807 S REITH RD KENT, WA 98032 STOP ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. METRO STOP UNAFFECTED THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 IF APPLICABLE CAUTION STEEL PLATE AHEAD W8-24 MOTORCYCLES USE EXTREME CAUTION W21-1701 METR O ROUTE R UNS ON S R E I T H R D . SEE G E N E R A L N O TE #3 . SUPERVISOR PHONE NUMBER (office) 5/20/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 8a JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD MATCH SHEET 8bDURING 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) 28” REFL. CONE SHALL MAINTAIN 11’ MIN. LANE WIDTH METRO STOP UNAFFECTED NON-SIGNALIZED INTERSECTION POLICE MAY REPLACE ANY CIVILIAN FLAGGING STATIONS SHOWN ON THIS SHEET WITH UPO’S MANDATORY NOTIFY THIS PROPERTY OWNER OF WORK TIMES & DATES 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 8. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: PEDESTRIANS SHALL BYPASS WORK AREA WITH UPO/FLAGGER ASSISTANCE 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 7. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: SUPERVISOR PHONE NUMBER (office) 5/20/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 8b JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE West Fenwick Park S REITH RDONE LANE ROAD AHEAD W20-4 ROAD WORK AHEAD W20-1 STOP LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION FLAGGING STATION ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 IF APPLICABLE CAUTION STEEL PLATE AHEAD W8-24 MOTORCYCLES USE EXTREME CAUTION W21-1701 METRO ROUTE RUNS ON S REITH RD. SEE GENERAL NOTE #3. 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) 28” REFL. CONESHALL MAINTAIN 11’ MIN. LANE WIDTH WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEADMATCH SHEET 8aSTOP STOP ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7a POLICE CROSSWALK CLOSED 36” x 24” R9-3XC W20-7a CROSSWALK CLOSED 36” x 24” R9-3XC SIDEWALK CLOSED 36” x 24” R9-9 . . # ,42 AVE SWest Hill Skate Park SPEED LIMIT 35 POSTED SPEED LIMIT SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. KEEP RIGHT R4-7 18” x 24” POLICE MAY REPLACE ANY CIVILIAN FLAGGING STATIONS SHOWN ON THIS SHEET WITH UPO’S SHALL MAINTAIN 11’ MIN. LANE WIDTH 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 8. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: PEDESTRIANS SHALL BYPASS WORK AREA WITH UPO/FLAGGER ASSISTANCE SUPERVISOR PHONE NUMBER (office) 5/20/20 CONTRACTOR Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 9a JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE West Fenwick Park S REITH RDROAD WORK AHEAD W20-1 STOP LEGEND WORK AREA 28” REFL. CONE SIGN LOCATION FLAGGING STATION ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 IF APPLICABLE CAUTION STEEL PLATE AHEAD W8-24 MOTORCYCLES USE EXTREME CAUTION W21-1701 METRO ROUTE RUNSON S REITH RD.SEE GENERAL NOTE #3. 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) 28” REFL. CONE WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD STOP ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7a POLICE W20-7a CROSSWALK CLOSED 36” x 24” R9-3XC . . # ,42 AVE SWest Hill Skate Park SPEED LIMIT 35 POSTED SPEED LIMIT SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. STOP SHALL MAINTAIN 11’ MIN. LANE WIDTH ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W20-7b BE PREPARED TO STOP W20-7b W20-7a CROSSWALK CLOSED 36” x 24” R9-3XC POLICE MAY REPLACE ANY CIVILIAN FLAGGING STATIONS SHOWN ON THIS SHEET WITH UPO’S SHALL MAINTAIN 11’ MIN. LANE WIDTH 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES ().MANDATORY 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. ALSO MUST EMAIL INFO: construction.coord@kingcounty.gov 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1) for spacing distances). 7. TRAFFIC CONTROL SIGNS & DEVICES SHALL BE REMOVED AND ROAD OPENED TO FULL WIDTH DURING NON-WORKING HOURS. 8. NOTIFY KENT SCHOOL DIST. 5 DAYS IN ADVANCE OF CLOSURE. GENERAL NOTES: PEDESTRIANS SHALL BYPASS WORK AREA WITH UPO/FLAGGER ASSISTANCE Reith Rd Water Main Improvements/Almaroof A - 4 June 8, 2020 Project Number: 19-3005 NEW WATERMAIN CONNECTION PROCEDURES P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date: Page 1 PUBLIC WORKS OPERATIONS STANDARD OPERATING PROCEDURES 9.0 WATER 9.3 New Water Main Connection Procedures PURPOSE: To avoid connections between the City potable water system and unsafe or newly constructed water systems that have the potential to contaminate the City water system, and to provide optimal cleaning, disinfection and connection procedures for new water mains to ensure safe, potable drinking water for human consumption. Note: These procedures shall be done in the following sequence or as directed by the City Inspector. 9.3.1 Connection to an Existing Water Main A physical separation between all untested and potentially contaminated water mains (or main extensions) and the city’s existing water system shall be maintained at all times unless the connection is protected by an approved Department of Health backflow device (See diagram on page 5). A hydrant meter and an approved backflow prevention device shall be used whenever drawing water from the city system (see Page 5 for schematic details). Hydrant meters and backflow devices may be obtained from the Public Works Operations Division/Water Section at 5821 S. 240th Street by completing the billing forms for a hydrant meter permit and making the required damage deposit. There will be a charge for all water used in accordance with Kent City Ordinance section 7.02.180 “Temporary Water Meters”. Prior to the new water main being installed, the contractor has the option of cutting in the connection tee on the existing water main, or providing potable water from another source to provide a temporary water supply. If the Contractor chooses the option of installing the new connection tee, the Contractor shall install new resilient wedge gate valves on all sides of the tee, or as required by the City. A mechanical joint plug with a 2” minimum tap and proper blocking shall be installed on the new incoming mainline valve at the new tee, with piping accessible to accommodate filling the new water main. The City Inspector shall notify the Water section of Public Works Operations a minimum of five full working days before the valve and tee installation is scheduled. This will allow water section employees time to schedule the water main shutdown and notify the customers affected. P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date: Page 2 9.3.2 Cubing Foam cubes (pigs) shall be inserted into and pushed through the new water main to remove any residue, dirt, debris, obstruction or possible foreign material in the new water main. A. The Water Section shall be responsible for supplying the foam cubes to the contractor based on the water system design as shown on the approved construction plans. B. The Contractor shall be responsible for picking up the cubes at the Public Works Operations located at 5821 S 240th St Kent, Washington, and shall install two foam cubes at the initial connection and two foam cubes at each lateral connection six inches in diameter and larger (downstream of each connecting valve), as the new main is installed. This would include all six-inch diameter lateral runs to hydrants that are longer than two full pipe lengths, or have more than a single joint in them. C. A mechanical joint cap with a 2”minimum tap shall be installed with proper blocking at the initial connection point on the new main with piping accessible to accommodate both flushing and chlorine injection. D. The Water Section shall retrieve the foam cubes when the contractor performs the cubing process. All cubing and flushing shall be under the supervision of the Water Section or a City Inspector. E. To accommodate the launch and the retrieval of the cubes, the minimum blow-off size shall be four-inch diameter for six-inch and eight-inch mains. A six-inch diameter blow-off shall be installed for 10-inch and 12- inch mains per City of Kent Standards. F. It shall be the contractor’s responsibility to properly dispose of all flush water per City of Kent Standards as well as locating and retrieving any “lost” or missing cubes or partial cubes from the water main. G. In the event that the initial cubing does not adequately clean the new water mains, the contractor shall be required to provide additional point(s) for launching and retrieval of additional cubes, and re-cube those sections of main that have debris in them until clean, as determined by the Water Section. 9.3.3 Pressure and Leakage Test All new water mains, extensions of existing mains, water system appurtenances and water services shall then be pressure tested for leakage in accordance with Section 7-09.3(23) of the WSDOT Standard Specifications. Water services and appurtenances 2” and smaller installed prior to water main testing shall also be pressure tested with the water main. At no time will the temporary water system connection or backflow device remain connected or in place during the pressure test procedures. P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date: Page 3 9.3.4 Chlorine Injection After the Contractor has cleaned the water main by cubing and flushing, the Contractor shall inject a liquid chlorine solution evenly throughout the new main and appurtenances for optimal disinfection. The chlorine dosage shall be in accordance with WSDOT 7-09.3(24)B at a minimum of 50 mg/L (see the table on page 4 of this document) and a maximum of 100 mg/l. AWWA C651-99 Standards include detailed procedures for the adequate disinfection, flushing and microbiological testing of all water mains. If the contractor wishes the Water Section to do the injection, the City Inspector shall give the Water Section three working days notification to perform the chlorine injection. The Contractor must sign a waiver holding the City harmless for any failure of purity samples due to the work performed by the Water Section, as well as agreeing to reimburse the city for all city costs associated with the disinfection process. Work may be scheduled after hours due to manpower or workload constraints, in which case the Contractor will reimburse the Water Section for city employee overtime associated with the work performed. The Chlorine shall remain in the main for the time specified according to the procedure used from AWWA Standards C651-99. After the 24-hour disinfection period, the remaining residual throughout the water main and appurtenances shall not be lower than 25 mg/L. The Contractor shall be responsible for disposing of all chlorinated water. Chlorinated water shall be disposed of in an approved sanitary sewer. If a sanitary sewer is not available, or the capacity of the sanitary sewer will be at risk, the Contractor shall be responsible for disposing of the water per City of Kent Construction Standards. Amount of Chlorine needed to produce 50 mg/L in 18ft of pipe (one pipe length) for 5.25% household bleach (with no additives), 12.5% Sodium Hypochlorite solutions and 65% available dry Calcium Hypochlorite. Diameter 5.25%(gal)12.5%(gal)65%(lb) 4" 0.009 0.005 0.007 6" 0.022 0.011 0.017 8" 0.039 0.019 0.029 10" 0.061 0.031 0.052 12" 0.087 0.044 0.047 16" 0.156 0.078 0.119 18" 0.197 0.098 0.152 24" 0.352 0.176 0.271 30" 0.548 0.275 0.422 P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date: Page 4 Example: How many gallons of fresh 5.25% Sodium Hypochlorite will be required to disinfect 5,000 ft of 8” main? 5,000 ft  18 ft = 278 lengths of 8” pipe 278  0.039 = 11 gallons required 9.3.5 Bacteriological Purity Samples Two consecutive sets of acceptable purity samples, taken at least 24 hours apart, shall be collected from representative points of the new main and appurtenances. Water section personnel shall take the first bacteriological purity sample(s) after the chlorine is removed, flushing is completed and the chlorine level is no greater than nor less than the level present in the adjacent distribution system. Water services two inches and smaller installed prior to water main testing shall also be purity tested with the water main. The second set of purity samples shall be taken no less than 24 hours after the first set of samples. A representative background sample of the City water system may be taken from the distribution source at the same time purity samples are taken from the new main. In the event that the Water Section or the City Inspector determines that trench water, dirt or debris has entered the new main during construction, the first purity samples shall be not be taken until the water has stood in the new main for at least 16 hours after final flushing. As above, the second set of purity samples shall not be taken until the water in the new main has stood for an additional 24 hours. Note: No water shall be flushed during the 16- or 24-hour incubation periods described above, or prior to the purity samples being taken. It shall be the contractor’s responsibility to make arrangements to transport the sample(s) to a state-certified laboratory approved by the Water Section. The contractor shall be responsible for paying all costs for the purity samples excluding the representative background sample at the distribution source. Note: Two consecutive samples, 24 hours apart, must show no coliform presence before performing final connections to the existing water system. The Water Section may be available during normal working hours, depending upon workload, (7:30 am to 4:00 pm) excluding holidays and weekends, to take purity samples, assist with cubing and chlorine injections. The Contractor shall reimburse the city for all associated costs, including labor, vehicles, materials and overhead charges. Outside of normal working hours, the contractor shall reimburse the City at the most current hourly overtime rate for labor, vehicles, materials and other associated costs. 9.3.6 Final Connection(s) to the Existing Water Main P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date: Page 5 When both sets of purity sample results are satisfactory and received in writing from the state-certified laboratory, and all other City of Kent water system standards have been met, the contractor shall be allowed to connect the new mains to the existing distribution system following City of Kent and AWWA standards. It shall be the Contractors responsibility to prevent, at all times, the contamination of the new and existing water mains with trench water, dirt, debris, or other foreign material. A City of Kent inspector and/or Water Section representative must be present to witness the final connection(s) to the existing water system, to turn on and flush the new water system, and to place the new water system and appurtenances into service. Reith Rd Water Main Improvements/Almaroof A - 5 June 8, 2020 Project Number: 19-3005 WEST FENWICK PARK IMPROVEMENTS ly V3 op PROJECT CONTACT APPLICANT CITY OF KENT PARKS. RECREATION, AND COMMUNITY SERVICES Terry Jungm2n 220 Fourth Avenue Sarah Kent. WA 9W32 P: SSG 5112 (7Jungrrl2rKrj) kentwa. gov) WEST FENWICK PARK CITY OF KENT.INASHINOTON DESIGN TEAM LA14D3CAPE ARCHITECT THE BERGER PARTNERSHIP. PS 1927 Pont AUey. 2w. 2 Seattle, V°JA 98101 P: ^_D6.325,6877 Prirnary cGn=L: Stephanie V63iral (stephanit r,. b,:rrgerpaRnersfup.awn) Secondary contact: Andy M[ttan (andy- , r Wrgerpartiwnhip-corn) KPFF CON,^,uLT1r4G EnG Ir JEERS 1,5IIT F.'.fh °.lmve, y^u!e I5w �eatL`e, :VA 961ID1 P ^OF 6- El I ARONMEWAL ENGINEER A.=OaATED EARTH WCIENCEW, II Ic. 911 51h A.x e Kiriland,'.4A WOW p- -T701 C'nnm r L]o bl t: ER a rvytm ELECTiICLL 61GIr IEE9 L,I r -GBA -015 4Lh Auc Ceatlle, WA 95121 P. -425-712-2192 PAmsy L]O.+tae: Ene DAcei Shm IRdox; awaTP AF 00m CY1L •rEA G1110 P05i -. CdJEi 2FET 2: TP: FFIGCOYlrF*L PL4. cmi UElJOi AL N6TEu; ON DEMGL7*fJ AND 7EW-DR4Rf z-M DOH /J 0 CWJLAQiT COF.TROL PIAII ro GR1.7!l:i.JLi O'L7YpUn CCU GRAD# GEFLLW-iEVE l' cmz GHlh Lla 0"WR EME J z CGI ruluFm C91 4aA PA RKPla ET.LA a.ME7 T 0:14 PLArUAMhD AND CF•EL-Efl E?&AWi*JErJ' cl-Im FLMAL OG{.Rr eA-APjEAM rr Dm TESCCE-ALE mi TE.0 CE'ALOccunpium caw PAVLmi AJ7 Lr LrfYbVNLC COD] PA l Ki u!D u• Lr1Y oErKm min am CBa= unLTf cE---L$ LOW LAI •Y J'c--y PL"JfJJD NO'. LtDG LAL.9DCAPF PLA14 L1 D1 LA' .^.APB PLAN LI CC LAI CCZAPE PLAY L.1 D1 L4r1=—PLAt L-rw LAI CCC3AE DETALO Lm L4r3J,.=,PE De!T' L O LD= EFrAfPL.4'AAl0PATKL-LMkr LAM PLAYcRDL1.0 � LAYOUT UN PLAYURD-L:0Z:UFFA--0V2tAY0UT LXs FL.Trfd Al P .i- L =Ft U-V lC Y XG iA,TUl1 M3J! 4341 :FlR R=NJAT611 RAN L'L� IF.�I'. 713IL MC -EDULE. F.DE7AJLE Wca IPFI jA70 iOTtiL£ L 04 IPAIUA701 L OLTA L£ 6190 FLArlrt.li D.-TA LE L401 PLFJMXi Et LAAliMLEl 97AFJO=I EP.1 EIEL-.RWI LLELt]lD, TIDTE AhD 1,1E4 91Q E!'A! T F1 -MAL ET dpFI�I,AlF4W'R{.LI Fio EU@=ME LCff-C9'=TK31.n 1. =LL PF1GPEliy ID CEDrA7.O PJELIC OFF;N E:PAr,E + FQR IMPAC-c—li PA.KcZA d.DZV= EFr;EI�ZCQW.. a LEGAL DaWRAr >v AC FQAJO aLT} emijG MAM QePiLft A, iJ: OF;ZV.E$gwo M7 E d,T Of ME 114 W hW 1 r{ LE,„^ Ga Rga 3 0 W PDM CF P! 7 : rFFM T./ QF AW 1, 4 Lr E GF E "VQF lq'.,iAVV LNQFJV&WiOFFhVlWF*?C.WIMAQFFW+W.�4PARFiWl VAF,Y T,Sf P`hF TfC LE -'ILA J9.4rCFi7 A:Errraoca [1'_U1ln]L6 l+G1T JY\1 �MLE= CO ✓es= a UABC--TGw P,-A cF f1E WF OW FFf aM Sw coR W i47ari 7+NA0 Fr: ii E 1 W n Ri M-YCAP(N0iNff.7-tAMLY AMF7EDFeEG TX wMA-W=-Y-MrD!)a LEme mR. r' W 0MEYOM PPFF G011O 1LTRIG EnG riam: iM9 tbih Aka ue uE, Ddle309 Lacey. WA 9MW P 5fio--78 Prim ycarr:act: 7ho - yaiR LAIJD CIJR4EYJGZ PLIBLIC 140d1Ku CEPARTL�,rT 400WeMG4roe:Ur l KenL WA WOO P. 4 Primvycordact: ioo}I.Tdlett 1.k.1 riaaS IJe rd MI lYa�.Allu. i.Y�wY WUSARL�YMi[l lalah.r .uln uual L . a Jac sremvaTsy.l na.�o a -.r A>riiAr� Lu+eea oL�wen; wR.s,+us ro,l�wrinsxxo c•wl cnru¢a 11LIS..S4]InY..*TICS! II/lYl Nl FFifltiSa.SR Li1.11CIh{iK1 MT1W T�! Gl' Gl.2�lT [K�1[f�G4 CTa1IDlr1 A[+}+'J�+W}S Prirrvy contact: Da.id Sn*A.arb. Reith Rd Water Main Improvements/Almaroof A - 6 June 8, 2020 Project Number: 19-3005 PREVAILING WAGE RATES State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 06/23/2020 County Trade Job Classification Wage HolidayOvertime Note *Risk Class King Asbestos Abatement Workers Journey Level $50.86 5D 1H View King Boilermakers Journey Level $69.29 5N 1C View King Brick Mason Journey Level $58.82 5A 1M View King Brick Mason Pointer-Caulker-Cleaner $58.82 5A 1M View King Building Service Employees Janitor $25.58 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $26.03 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $29.33 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View King Cabinet Makers (In Shop)Journey Level $22.74 1 View King Carpenters Acoustical Worker $62.44 7A 4C View King Carpenters Carpenter $62.44 7A 4C View King Carpenters Carpenters on Stationary Tools $62.57 7A 4C View King Carpenters Creosoted Material $62.54 7A 4C View King Carpenters Floor Finisher $62.44 7A 4C View King Carpenters Floor Layer $62.44 7A 4C View King Carpenters Scaffold Erector $62.44 7A 4C View King Cement Masons Application of all Composition Mastic $62.97 7A 4U View King Cement Masons Application of all Epoxy Material $62.47 7A 4U View King Cement Masons Application of all Plastic Material $62.97 7A 4U View King Cement Masons Application of Sealing Compound $62.47 7A 4U View King Cement Masons Application of Underlayment $62.97 7A 4U View King Cement Masons Building General $62.47 7A 4U View King Cement Masons Composition or Kalman Floors $62.97 7A 4U View King Cement Masons Concrete Paving $62.47 7A 4U View King Cement Masons Curb & Gutter Machine $62.97 7A 4U View King Cement Masons Curb & Gutter, Sidewalks $62.47 7A 4U View King Cement Masons Curing Concrete $62.47 7A 4U View King Cement Masons Finish Colored Concrete $62.97 7A 4U View King Cement Masons Floor Grinding $62.97 7A 4U View King Cement Masons Floor Grinding/Polisher $62.47 7A 4U View King Cement Masons Green Concrete Saw, self- powered $62.97 7A 4U View King Cement Masons Grouting of all Plates $62.47 7A 4U View King Cement Masons Grouting of all Tilt-up Panels $62.47 7A 4U View Page 1 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Cement Masons Gunite Nozzleman $62.97 7A 4U View King Cement Masons Hand Powered Grinder $62.97 7A 4U View King Cement Masons Journey Level $62.47 7A 4U View King Cement Masons Patching Concrete $62.47 7A 4U View King Cement Masons Pneumatic Power Tools $62.97 7A 4U View King Cement Masons Power Chipping & Brushing $62.97 7A 4U View King Cement Masons Sand Blasting Architectural Finish $62.97 7A 4U View King Cement Masons Screed & Rodding Machine $62.97 7A 4U View King Cement Masons Spackling or Skim Coat Concrete $62.47 7A 4U View King Cement Masons Troweling Machine Operator $62.97 7A 4U View King Cement Masons Troweling Machine Operator on Colored Slabs $62.97 7A 4U View King Cement Masons Tunnel Workers $62.97 7A 4U View King Divers & Tenders Bell/Vehicle or Submersible Operator (Not Under Pressure) $116.20 7A 4C View King Divers & Tenders Dive Supervisor/Master $79.23 7A 4C View King Divers & Tenders Diver $116.20 7A 4C 8V View King Divers & Tenders Diver On Standby $74.23 7A 4C View King Divers & Tenders Diver Tender $67.31 7A 4C View King Divers & Tenders Manifold Operator $67.31 7A 4C View King Divers & Tenders Manifold Operator Mixed Gas $72.31 7A 4C View King Divers & Tenders Remote Operated Vehicle Operator/Technician $67.31 7A 4C View King Divers & Tenders Remote Operated Vehicle Tender $62.69 7A 4C View King Dredge Workers Assistant Engineer $56.44 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F View King Dredge Workers Boatmen $56.44 5D 3F View King Dredge Workers Engineer Welder $57.51 5D 3F View King Dredge Workers Leverman, Hydraulic $58.67 5D 3F View King Dredge Workers Mates $56.44 5D 3F View King Dredge Workers Oiler $56.00 5D 3F View King Drywall Applicator Journey Level $62.44 5D 1H View King Drywall Tapers Journey Level $62.81 5P 1E View King Electrical Fixture Maintenance Workers Journey Level $31.99 5L 1E View King Electricians - Inside Cable Splicer $87.22 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $93.74 7C 4E View King Electricians - Inside Certified Welder $84.26 7C 4E View King Electricians - Inside Certified Welder (tunnel) $90.47 7C 4E View King Electricians - Inside Construction Stock Person $43.18 7C 4E View King Electricians - Inside Journey Level $81.30 7C 4E View King Electricians - Inside Journey Level (tunnel) $87.22 7C 4E View King Electricians - Motor Shop Journey Level $47.53 5A 1B View King Electricians - Powerline Construction Cable Splicer $82.39 5A 4D View King Electricians - Powerline Construction Certified Line Welder $75.64 5A 4D View King Electricians - Powerline Construction Groundperson $49.17 5A 4D View King Electricians - Powerline Construction Heavy Line Equipment Operator $75.64 5A 4D View King Journey Level Lineperson $75.64 5A 4D View Page 2 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... Electricians - Powerline Construction King Electricians - Powerline Construction Line Equipment Operator $64.54 5A 4D View King Electricians - Powerline Construction Meter Installer $49.17 5A 4D 8W View King Electricians - Powerline Construction Pole Sprayer $75.64 5A 4D View King Electricians - Powerline Construction Powderperson $56.49 5A 4D View King Electronic Technicians Journey Level $53.57 7E 1E View King Elevator Constructors Mechanic $97.31 7D 4A View King Elevator Constructors Mechanic In Charge $105.06 7D 4A View King Fabricated Precast Concrete Products All Classifications - In-Factory Work Only $18.25 5B 1R View King Fence Erectors Fence Erector $43.11 7A 4V 8Y View King Fence Erectors Fence Laborer $43.11 7A 4V 8Y View King Flaggers Journey Level $43.11 7A 4V 8Y View King Glaziers Journey Level $66.51 7L 1Y View King Heat & Frost Insulators And Asbestos Workers Journeyman $76.61 5J 4H View King Heating Equipment Mechanics Journey Level $85.88 7F 1E View King Hod Carriers & Mason Tenders Journey Level $52.44 7A 4V 8Y View King Industrial Power Vacuum Cleaner Journey Level $13.50 1 View King Inland Boatmen Boat Operator $61.41 5B 1K View King Inland Boatmen Cook $56.48 5B 1K View King Inland Boatmen Deckhand $57.48 5B 1K View King Inland Boatmen Deckhand Engineer $58.81 5B 1K View King Inland Boatmen Launch Operator $58.89 5B 1K View King Inland Boatmen Mate $57.31 5B 1K View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $31.49 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $13.50 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $24.91 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $19.33 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $20.45 1 View King Insulation Applicators Journey Level $62.44 7A 4C View King Ironworkers Journeyman $73.73 7N 1O View King Laborers Air, Gas Or Electric Vibrating Screed $50.86 7A 4V 8Y View King Laborers Airtrac Drill Operator $52.44 7A 4V 8Y View King Laborers Ballast Regular Machine $50.86 7A 4V 8Y View King Laborers Batch Weighman $43.11 7A 4V 8Y View King Laborers Brick Pavers $50.86 7A 4V 8Y View King Laborers Brush Cutter $50.86 7A 4V 8Y View Page 3 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Laborers Brush Hog Feeder $50.86 7A 4V 8Y View King Laborers Burner $50.86 7A 4V 8Y View King Laborers Caisson Worker $52.44 7A 4V 8Y View King Laborers Carpenter Tender $50.86 7A 4V 8Y View King Laborers Cement Dumper-paving $51.80 7A 4V 8Y View King Laborers Cement Finisher Tender $50.86 7A 4V 8Y View King Laborers Change House Or Dry Shack $50.86 7A 4V 8Y View King Laborers Chipping Gun (30 Lbs. And Over) $51.80 7A 4V 8Y View King Laborers Chipping Gun (Under 30 Lbs.) $50.86 7A 4V 8Y View King Laborers Choker Setter $50.86 7A 4V 8Y View King Laborers Chuck Tender $50.86 7A 4V 8Y View King Laborers Clary Power Spreader $51.80 7A 4V 8Y View King Laborers Clean-up Laborer $50.86 7A 4V 8Y View King Laborers Concrete Dumper/Chute Operator $51.80 7A 4V 8Y View King Laborers Concrete Form Stripper $50.86 7A 4V 8Y View King Laborers Concrete Placement Crew $51.80 7A 4V 8Y View King Laborers Concrete Saw Operator/Core Driller $51.80 7A 4V 8Y View King Laborers Crusher Feeder $43.11 7A 4V 8Y View King Laborers Curing Laborer $50.86 7A 4V 8Y View King Laborers Demolition: Wrecking & Moving (Incl. Charred Material) $50.86 7A 4V 8Y View King Laborers Ditch Digger $50.86 7A 4V 8Y View King Laborers Diver $52.44 7A 4V 8Y View King Laborers Drill Operator (Hydraulic, Diamond) $51.80 7A 4V 8Y View King Laborers Dry Stack Walls $50.86 7A 4V 8Y View King Laborers Dump Person $50.86 7A 4V 8Y View King Laborers Epoxy Technician $50.86 7A 4V 8Y View King Laborers Erosion Control Worker $50.86 7A 4V 8Y View King Laborers Faller & Bucker Chain Saw $51.80 7A 4V 8Y View King Laborers Fine Graders $50.86 7A 4V 8Y View King Laborers Firewatch $43.11 7A 4V 8Y View King Laborers Form Setter $50.86 7A 4V 8Y View King Laborers Gabian Basket Builders $50.86 7A 4V 8Y View King Laborers General Laborer $50.86 7A 4V 8Y View King Laborers Grade Checker & Transit Person $52.44 7A 4V 8Y View King Laborers Grinders $50.86 7A 4V 8Y View King Laborers Grout Machine Tender $50.86 7A 4V 8Y View King Laborers Groutmen (Pressure) Including Post Tension Beams $51.80 7A 4V 8Y View King Laborers Guardrail Erector $50.86 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level A) $52.44 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level B) $51.80 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level C) $50.86 7A 4V 8Y View King Laborers High Scaler $52.44 7A 4V 8Y View King Laborers Jackhammer $51.80 7A 4V 8Y View King Laborers Laserbeam Operator $51.80 7A 4V 8Y View Page 4 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Laborers Maintenance Person $50.86 7A 4V 8Y View King Laborers Manhole Builder-Mudman $51.80 7A 4V 8Y View King Laborers Material Yard Person $50.86 7A 4V 8Y View King Laborers Motorman-Dinky Locomotive $51.80 7A 4V 8Y View King Laborers Nozzleman (Concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Blaster, Vacuum Blaster) $51.80 7A 4V 8Y View King Laborers Pavement Breaker $51.80 7A 4V 8Y View King Laborers Pilot Car $43.11 7A 4V 8Y View King Laborers Pipe Layer Lead $52.44 7A 4V 8Y View King Laborers Pipe Layer/Tailor $51.80 7A 4V 8Y View King Laborers Pipe Pot Tender $51.80 7A 4V 8Y View King Laborers Pipe Reliner $51.80 7A 4V 8Y View King Laborers Pipe Wrapper $51.80 7A 4V 8Y View King Laborers Pot Tender $50.86 7A 4V 8Y View King Laborers Powderman $52.44 7A 4V 8Y View King Laborers Powderman's Helper $50.86 7A 4V 8Y View King Laborers Power Jacks $51.80 7A 4V 8Y View King Laborers Railroad Spike Puller - Power $51.80 7A 4V 8Y View King Laborers Raker - Asphalt $52.44 7A 4V 8Y View King Laborers Re-timberman $52.44 7A 4V 8Y View King Laborers Remote Equipment Operator $51.80 7A 4V 8Y View King Laborers Rigger/Signal Person $51.80 7A 4V 8Y View King Laborers Rip Rap Person $50.86 7A 4V 8Y View King Laborers Rivet Buster $51.80 7A 4V 8Y View King Laborers Rodder $51.80 7A 4V 8Y View King Laborers Scaffold Erector $50.86 7A 4V 8Y View King Laborers Scale Person $50.86 7A 4V 8Y View King Laborers Sloper (Over 20") $51.80 7A 4V 8Y View King Laborers Sloper Sprayer $50.86 7A 4V 8Y View King Laborers Spreader (Concrete) $51.80 7A 4V 8Y View King Laborers Stake Hopper $50.86 7A 4V 8Y View King Laborers Stock Piler $50.86 7A 4V 8Y View King Laborers Swinging Stage/Boatswain Chair $43.11 7A 4V 8Y View King Laborers Tamper & Similar Electric, Air & Gas Operated Tools $51.80 7A 4V 8Y View King Laborers Tamper (Multiple & Self- propelled) $51.80 7A 4V 8Y View King Laborers Timber Person - Sewer (Lagger, Shorer & Cribber) $51.80 7A 4V 8Y View King Laborers Toolroom Person (at Jobsite) $50.86 7A 4V 8Y View King Laborers Topper $50.86 7A 4V 8Y View King Laborers Track Laborer $50.86 7A 4V 8Y View King Laborers Track Liner (Power) $51.80 7A 4V 8Y View King Laborers Traffic Control Laborer $46.10 7A 4V 9C View King Laborers Traffic Control Supervisor $48.84 7A 4V 9C View King Laborers Truck Spotter $50.86 7A 4V 8Y View King Laborers Tugger Operator $51.80 7A 4V 8Y View Page 5 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Laborers Tunnel Work-Compressed Air Worker 0-30 psi $120.61 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 30.01-44.00 psi $125.64 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 44.01-54.00 psi $129.32 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 54.01-60.00 psi $135.02 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 60.01-64.00 psi $137.14 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 64.01-68.00 psi $142.24 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 68.01-70.00 psi $144.14 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 70.01-72.00 psi $146.14 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 72.01-74.00 psi $148.14 7A 4V 9B View King Laborers Tunnel Work-Guage and Lock Tender $52.54 7A 4V 8Y View King Laborers Tunnel Work-Miner $52.54 7A 4V 8Y View King Laborers Vibrator $51.80 7A 4V 8Y View King Laborers Vinyl Seamer $50.86 7A 4V 8Y View King Laborers Watchman $39.18 7A 4V 8Y View King Laborers Welder $51.80 7A 4V 8Y View King Laborers Well Point Laborer $51.80 7A 4V 8Y View King Laborers Window Washer/Cleaner $39.18 7A 4V 8Y View King Laborers - Underground Sewer & Water General Laborer & Topman $50.86 7A 4V 8Y View King Laborers - Underground Sewer & Water Pipe Layer $51.80 7A 4V 8Y View King Landscape Construction Landscape Construction/Landscaping Or Planting Laborers $39.18 7A 4V 8Y View King Landscape Construction Landscape Operator $68.02 7A 3K 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $62.44 5D 1H View King Marble Setters Journey Level $58.82 5A 1M View King Metal Fabrication (In Shop)Fitter $15.86 1 View King Metal Fabrication (In Shop)Laborer $13.50 1 View King Metal Fabrication (In Shop)Machine Operator $13.50 1 View King Metal Fabrication (In Shop)Painter $13.50 1 View King Metal Fabrication (In Shop)Welder $15.48 1 View King Millwright Journey Level $63.94 7A 4C View King Modular Buildings Cabinet Assembly $13.50 1 View King Modular Buildings Electrician $13.50 1 View King Modular Buildings Equipment Maintenance $13.50 1 View King Modular Buildings Plumber $13.50 1 View King Modular Buildings Production Worker $13.50 1 View King Modular Buildings Tool Maintenance $13.50 1 View King Modular Buildings Utility Person $13.50 1 View King Modular Buildings Welder $13.50 1 View King Painters Journey Level $43.40 6Z 2B View Page 6 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Pile Driver Crew Tender $67.31 7A 4C View King Pile Driver Crew Tender/Technician $67.31 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 0-30.00 PSI $77.93 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 30.01 - 44.00 PSI $82.93 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 44.01 - 54.00 PSI $86.93 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 54.01 - 60.00 PSI $91.93 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 60.01 - 64.00 PSI $94.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 64.01 - 68.00 PSI $99.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 68.01 - 70.00 PSI $101.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 70.01 - 72.00 PSI $103.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 72.01 - 74.00 PSI $105.43 7A 4C View King Pile Driver Journey Level $62.69 7A 4C View King Plasterers Journey Level $59.29 7Q 1R View King Playground & Park Equipment Installers Journey Level $13.50 1 View King Plumbers & Pipefitters Journey Level $89.19 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $69.16 7A 3K 8X View King Power Equipment Operators Assistant Engineer $65.05 7A 3K 8X View King Power Equipment Operators Barrier Machine (zipper) $68.55 7A 3K 8X View King Power Equipment Operators Batch Plant Operator: concrete $68.55 7A 3K 8X View King Power Equipment Operators Bobcat $65.05 7A 3K 8X View King Power Equipment Operators Brokk - Remote Demolition Equipment $65.05 7A 3K 8X View King Power Equipment Operators Brooms $65.05 7A 3K 8X View King Power Equipment Operators Bump Cutter $68.55 7A 3K 8X View King Power Equipment Operators Cableways $69.16 7A 3K 8X View King Power Equipment Operators Chipper $68.55 7A 3K 8X View King Power Equipment Operators Compressor $65.05 7A 3K 8X View King Power Equipment Operators Concrete Finish Machine - Laser Screed $65.05 7A 3K 8X View King Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $68.02 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $69.16 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $68.55 7A 3K 8X View King Power Equipment Operators Conveyors $68.02 7A 3K 8X View King Power Equipment Operators Cranes friction: 200 tons and over $71.26 7A 3K 8X View King Power Equipment Operators Cranes: 100 tons through 199 tons, or 150' of boom (including jib with attachments) $69.85 7A 3K 8X View King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $68.55 7A 3K 8X View Page 7 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $70.57 7A 3K 8X View King Power Equipment Operators Cranes: 300 tons and over or 300' of boom including jib with attachments $71.26 7A 3K 8X View King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $69.16 7A 3K 8X View King Power Equipment Operators Cranes: A-frame - 10 Tons And Under $65.05 7A 3K 8X View King Power Equipment Operators Cranes: Friction cranes through 199 tons $70.57 7A 3K 8X View King Power Equipment Operators Cranes: through 19 tons with attachments, A-frame over 10 tons $68.02 7A 3K 8X View King Power Equipment Operators Crusher $68.55 7A 3K 8X View King Power Equipment Operators Deck Engineer/Deck Winches (power) $68.55 7A 3K 8X View King Power Equipment Operators Derricks, On Building Work $69.16 7A 3K 8X View King Power Equipment Operators Dozers D-9 & Under $68.02 7A 3K 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $68.02 7A 3K 8X View King Power Equipment Operators Drilling Machine $69.85 7A 3K 8X View King Power Equipment Operators Elevator And Man-lift: Permanent And Shaft Type $65.05 7A 3K 8X View King Power Equipment Operators Finishing Machine, Bidwell And Gamaco & Similar Equipment $68.55 7A 3K 8X View King Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $68.02 7A 3K 8X View King Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $65.05 7A 3K 8X View King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $68.55 7A 3K 8X View King Power Equipment Operators Gradechecker/Stakeman $65.05 7A 3K 8X View King Power Equipment Operators Guardrail Punch $68.55 7A 3K 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $69.16 7A 3K 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $68.55 7A 3K 8X View King Power Equipment Operators Horizontal/Directional Drill Locator $68.02 7A 3K 8X View King Power Equipment Operators Horizontal/Directional Drill Operator $68.55 7A 3K 8X View King Power Equipment Operators Hydralifts/Boom Trucks Over 10 Tons $68.02 7A 3K 8X View King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons And Under $65.05 7A 3K 8X View King Power Equipment Operators Loader, Overhead 8 Yards. & Over $69.85 7A 3K 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $69.16 7A 3K 8X View King Power Equipment Operators Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View King Power Equipment Operators Loaders, Plant Feed $68.55 7A 3K 8X View Page 8 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Power Equipment Operators Loaders: Elevating Type Belt $68.02 7A 3K 8X View King Power Equipment Operators Locomotives, All $68.55 7A 3K 8X View King Power Equipment Operators Material Transfer Device $68.55 7A 3K 8X View King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $69.85 7A 3K 8X View King Power Equipment Operators Motor Patrol Graders $69.16 7A 3K 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $69.16 7A 3K 8X View King Power Equipment Operators Oil Distributors, Blower Distribution & Mulch Seeding Operator $65.05 7A 3K 8X View King Power Equipment Operators Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato $68.02 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $68.55 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $69.85 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $69.16 7A 3K 8X View King Power Equipment Operators Pavement Breaker $65.05 7A 3K 8X View King Power Equipment Operators Pile Driver (other Than Crane Mount) $68.55 7A 3K 8X View King Power Equipment Operators Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View King Power Equipment Operators Posthole Digger, Mechanical $65.05 7A 3K 8X View King Power Equipment Operators Power Plant $65.05 7A 3K 8X View King Power Equipment Operators Pumps - Water $65.05 7A 3K 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View King Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $65.05 7A 3K 8X View King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $69.16 7A 3K 8X View King Power Equipment Operators Rigger and Bellman $65.05 7A 3K 8X View King Power Equipment Operators Rigger/Signal Person, Bellman (Certified) $68.02 7A 3K 8X View King Power Equipment Operators Rollagon $69.16 7A 3K 8X View King Power Equipment Operators Roller, Other Than Plant Mix $65.05 7A 3K 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift Materials $68.02 7A 3K 8X View King Power Equipment Operators Roto-mill, Roto-grinder $68.55 7A 3K 8X View King Power Equipment Operators Saws - Concrete $68.02 7A 3K 8X View King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $68.55 7A 3K 8X View King Power Equipment Operators Scrapers - Concrete & Carry All $68.02 7A 3K 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $69.16 7A 3K 8X View King Power Equipment Operators Service Engineers - Equipment $68.02 7A 3K 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $65.05 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $68.02 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $69.16 7A 3K 8X View King Power Equipment Operators $68.55 7A 3K 8X View Page 9 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $69.85 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $70.57 7A 3K 8X View King Power Equipment Operators Slipform Pavers $69.16 7A 3K 8X View King Power Equipment Operators Spreader, Topsider & Screedman $69.16 7A 3K 8X View King Power Equipment Operators Subgrader Trimmer $68.55 7A 3K 8X View King Power Equipment Operators Tower Bucket Elevators $68.02 7A 3K 8X View King Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $69.85 7A 3K 8X View King Power Equipment Operators Tower Crane: over 175’ through 250’ in height, base to boom $70.57 7A 3K 8X View King Power Equipment Operators Tower Cranes: over 250' in height from base to boom $71.26 7A 3K 8X View King Power Equipment Operators Transporters, All Track Or Truck Type $69.16 7A 3K 8X View King Power Equipment Operators Trenching Machines $68.02 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $68.55 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/Driver Under 100 Tons $68.02 7A 3K 8X View King Power Equipment Operators Truck Mount Portable Conveyor $68.55 7A 3K 8X View King Power Equipment Operators Welder $69.16 7A 3K 8X View King Power Equipment Operators Wheel Tractors, Farmall Type $65.05 7A 3K 8X View King Power Equipment Operators Yo Yo Pay Dozer $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Asphalt Plant Operators $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Assistant Engineer $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Barrier Machine (zipper) $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Batch Plant Operator, Concrete $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Bobcat $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Brokk - Remote Demolition Equipment $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Brooms $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Bump Cutter $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cableways $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Chipper $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Compressor $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Finish Machine - Laser Screed $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $68.02 7A 3K 8X View Page 10 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Power Equipment Operators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Over 42 M $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Up To 42m $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Conveyors $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes friction: 200 tons and over $71.26 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 100 tons through 199 tons, or 150' of boom (including jib with attachments) $69.85 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 20 Tons Through 44 Tons With Attachments $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $70.57 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 300 tons and over or 300' of boom including jib with attachments $71.26 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: A-frame - 10 Tons And Under $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: Friction cranes through 199 tons $70.57 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: through 19 tons with attachments, A-frame over 10 tons $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Crusher $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Deck Engineer/Deck Winches (power) $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Derricks, On Building Work $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Dozers D-9 & Under $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Drill Oilers: Auger Type, Truck Or Crane Mount $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Drilling Machine $69.85 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Elevator And Man-lift: Permanent And Shaft Type $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Finishing Machine, Bidwell And Gamaco & Similar Equipment $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Forklift: 3000 Lbs And Over With Attachments $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Forklifts: Under 3000 Lbs. With Attachments $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Grade Engineer: Using Blue Prints, Cut Sheets, Etc $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Gradechecker/Stakeman $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Guardrail Punch $68.55 7A 3K 8X View King $69.16 7A 3K 8X View Page 11 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over King Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Locator $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Operator $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Hydralifts/Boom Trucks Over 10 Tons $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Hydralifts/Boom Trucks, 10 Tons And Under $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loader, Overhead 8 Yards. & Over $69.85 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loader, Overhead, 6 Yards. But Not Including 8 Yards $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loaders, Plant Feed $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loaders: Elevating Type Belt $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Locomotives, All $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Material Transfer Device $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $69.85 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Motor Patrol Graders $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Oil Distributors, Blower Distribution & Mulch Seeding Operator $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type: 100 Tons And Over $69.85 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type: 45 Tons Through 99 Tons $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Pavement Breaker $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Pile Driver (other Than Crane Mount) $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Posthole Digger, Mechanical $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Power Plant $65.05 7A 3K 8X View King Pumps - Water $65.05 7A 3K 8X View Page 12 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... Power Equipment Operators- Underground Sewer & Water King Power Equipment Operators- Underground Sewer & Water Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Remote Control Operator On Rubber Tired Earth Moving Equipment $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Rigger and Bellman $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Rigger/Signal Person, Bellman (Certified) $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Rollagon $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Roller, Other Than Plant Mix $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Roller, Plant Mix Or Multi-lift Materials $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Roto-mill, Roto-grinder $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Saws - Concrete $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Scraper, Self Propelled Under 45 Yards $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Scrapers - Concrete & Carry All $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Scrapers, Self-propelled: 45 Yards And Over $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Service Engineers - Equipment $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shotcrete/Gunite Equipment $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $69.85 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 90 Metric Tons $70.57 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Slipform Pavers $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Spreader, Topsider & Screedman $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Subgrader Trimmer $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Bucket Elevators $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Crane Up To 175' In Height Base To Boom $69.85 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Crane: over 175’ through 250’ in height, base to boom $70.57 7A 3K 8X View Page 13 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Power Equipment Operators- Underground Sewer & Water Tower Cranes: over 250' in height from base to boom $71.26 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Transporters, All Track Or Truck Type $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Trenching Machines $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/driver - 100 Tons And Over $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/Driver Under 100 Tons $68.02 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Truck Mount Portable Conveyor $68.55 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Welder $69.16 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Wheel Tractors, Farmall Type $65.05 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Yo Yo Pay Dozer $68.55 7A 3K 8X View King Power Line Clearance Tree Trimmers Journey Level In Charge $53.10 5A 4A View King Power Line Clearance Tree Trimmers Spray Person $50.40 5A 4A View King Power Line Clearance Tree Trimmers Tree Equipment Operator $53.10 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer $47.48 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $36.10 5A 4A View King Refrigeration & Air Conditioning Mechanics Journey Level $84.01 6Z 1G View King Residential Brick Mason Journey Level $58.82 5A 1M View King Residential Carpenters Journey Level $32.06 1 View King Residential Cement Masons Journey Level $29.25 1 View King Residential Drywall Applicators Journey Level $46.43 7A 4C View King Residential Drywall Tapers Journey Level $47.04 5P 1E View King Residential Electricians Journey Level $36.01 1 View King Residential Glaziers Journey Level $45.90 7L 1H View King Residential Insulation Applicators Journey Level $29.87 1 View King Residential Laborers Journey Level $26.18 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $27.80 1 View King Residential Plumbers & Pipefitters Journey Level $39.43 1 View King Residential Refrigeration & Air Conditioning Mechanics Journey Level $54.12 5A 1G View King Residential Sheet Metal Workers Journey Level (Field or Shop) $51.89 7F 1R View King Residential Soft Floor Layers Journey Level $51.07 5A 3J View King Residential Sprinkler Fitters (Fire Protection) Journey Level $50.89 5C 2R View King Residential Stone Masons Journey Level $58.82 5A 1M View King Residential Terrazzo Workers Journey Level $54.06 5A 1M View King Residential Terrazzo/Tile Finishers Journey Level $24.39 1 View King Residential Tile Setters Journey Level $21.04 1 View Page 14 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Roofers Journey Level $55.02 5A 3H View King Roofers Using Irritable Bituminous Materials $58.02 5A 3H View King Sheet Metal Workers Journey Level (Field or Shop) $85.88 7F 1E View King Shipbuilding & Ship Repair New Construction Boilermaker $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Carpenter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Crane Operator $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Electrician $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Heat & Frost Insulator $76.61 5J 4H View King Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Machinist $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Operating Engineer $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Painter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Pipefitter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Rigger $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Sheet Metal $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Shipfitter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Warehouse/Teamster $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Welder / Burner $36.36 7V 1 View King Shipbuilding & Ship Repair Ship Repair Boilermaker $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Carpenter $44.95 7X 4J View King Shipbuilding & Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding & Ship Repair Ship Repair Electrician $46.22 7X 4J View King Shipbuilding & Ship Repair Ship Repair Heat & Frost Insulator $76.61 5J 4H View King Shipbuilding & Ship Repair Ship Repair Laborer $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Machinist $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding & Ship Repair Ship Repair Painter $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Pipefitter $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Rigger $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Shipwright $44.95 7X 4J View King Shipbuilding & Ship Repair Ship Repair Warehouse / Teamster $45.06 7Y 4K View King Sign Makers & Installers (Electrical) Journey Level $49.44 0 1 View King Sign Makers & Installers (Non- Electrical) Journey Level $31.96 0 1 View King Soft Floor Layers Journey Level $51.07 5A 3J View King Solar Controls For Windows Journey Level $13.50 1 View King Sprinkler Fitters (Fire Protection)Journey Level $82.39 5C 1X View King Stage Rigging Mechanics (Non Structural) Journey Level $13.50 1 View King Stone Masons Journey Level $58.82 5A 1M View King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 View King Surveyors Assistant Construction Site Surveyor $68.02 7A 3K 8X View Page 15 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... King Surveyors Chainman $65.05 7A 3K 8X View King Surveyors Construction Site Surveyor $69.16 7A 3K 8X View King Telecommunication Technicians Journey Level $53.57 7E 1E View King Telephone Line Construction - Outside Cable Splicer $41.81 5A 2B View King Telephone Line Construction - Outside Hole Digger/Ground Person $23.53 5A 2B View King Telephone Line Construction - Outside Installer (Repairer) $40.09 5A 2B View King Telephone Line Construction - Outside Special Aparatus Installer I $41.81 5A 2B View King Telephone Line Construction - Outside Special Apparatus Installer II $40.99 5A 2B View King Telephone Line Construction - Outside Telephone Equipment Operator (Heavy) $41.81 5A 2B View King Telephone Line Construction - Outside Telephone Equipment Operator (Light) $38.92 5A 2B View King Telephone Line Construction - Outside Telephone Lineperson $38.92 5A 2B View King Telephone Line Construction - Outside Television Groundperson $22.32 5A 2B View King Telephone Line Construction - Outside Television Lineperson/Installer $29.60 5A 2B View King Telephone Line Construction - Outside Television System Technician $35.20 5A 2B View King Telephone Line Construction - Outside Television Technician $31.67 5A 2B View King Telephone Line Construction - Outside Tree Trimmer $38.92 5A 2B View King Terrazzo Workers Journey Level $54.06 5A 1M View King Tile Setters Journey Level $54.06 5A 1M View King Tile, Marble & Terrazzo Finishers Finisher $44.89 5A 1B View King Traffic Control Stripers Journey Level $47.68 7A 1K View King Truck Drivers Asphalt Mix Over 16 Yards $61.59 5D 4Y 8L View King Truck Drivers Asphalt Mix To 16 Yards $60.75 5D 4Y 8L View King Truck Drivers Dump Truck $60.75 5D 4Y 8L View King Truck Drivers Dump Truck & Trailer $61.59 5D 4Y 8L View King Truck Drivers Other Trucks $61.59 5D 4Y 8L View King Truck Drivers - Ready Mix Transit Mix $61.59 5D 4Y 8L View King Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $17.71 1 View King Well Drillers & Irrigation Pump Installers Oiler $13.50 1 View King Well Drillers & Irrigation Pump Installers Well Driller $18.00 1 View Page 16 of 16 6/8/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdeli... Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 1 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 2 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 3 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten- hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 4 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 rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. 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. K. 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 5 am to 6pm 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, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 5 Overtime Codes Continued 4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. 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. J. 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 be paid at double the hourly rate of wage. All hours 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. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 6 Overtime Codes Continued 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 hours 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. S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. T. The first two (2) hours of overtime for hours worked Monday-Friday 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 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. For work on Saturday which is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage. U. 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. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 7 Overtime Codes Continued 4. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, 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 work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 8 Overtime Codes Continued 4. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. 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. 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. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor D ay, 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). Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 9 Holiday Codes Continued 5. R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 10 Holiday Codes Continued 7. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 11 Holiday Codes Continued 7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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 co nsidered a holiday and compensated accordingly. 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) Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 12 Holiday Codes Continued 15. 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. E. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day. (12) 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. 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. S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. 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. Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 13 Note Codes Continued 8. 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 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $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 foot 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. X. 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. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Benefit Code Key – Effective 3/4/2020 thru 9/1/2020 14 Note Codes Continued 9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) – 130’ to 199’ – $0.50 per hour over their classification rate. (B) – 200’ to 299’ – $0.80 per hour over their classification rate. (C) – 300’ and over – $1.00 per hour over their classification rate. B. 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. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. 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.